memoria de calculo maracay san isidro

ESTRUCTURA

Conjunto Residencial Maracay Maracay, Estado Aragua

Preparado por: Ing. Sparthaco Haack

C.I.V. 122.387 Caracas, Marzo de 2012

ETABS v9.6.0 - File: Maracay II (7) - marzo 7,2012 10:233-D View - Ton-m Units

ETABS

CALCULO DE LOSAS.

ANALISIS DE CARGAS:

LOSAS MACIZAS.USO: VIVIENDA. NIVEL: ENTREPISO.

TIPO DE CARGAS. ESPESOR DE LOSA.

0.10 0.12 0.15 0.18 0.20

CARGAS PERMANENTES (CP).

PESO PROPIO DE LA LOSA. 250 300 375 450 500BASE DE PISO + PISO ACABADO. 120 120 120 120 120ACABADO INFERIOR DE LOSA. 10 10 10 10 10TABIQUES DE BLOQUES DE ARCILLA. 120 120 120 120 120

TOTAL CARGAS PERMANENTES (CP). 500 550 625 700 750

SOBRECARGA (CV). 175 175 175 175 175

TOTAL CARGA DE SERVICIO (Q).Q = CP + CV. 675 725 800 875 925

TOTAL CARGA ULTIMA (Qu).Qu = 1,4 CP + 1,7 CV. 998 1068 1173 1278 1348

FACTOR DE MAYORACION (FM).FM = Qu / Q. 1.48 1.47 1.47 1.46 1.46

TOTAL CARGA DE SERVICIO POR ML.DE LOSA. ( qn ) 675 725 800 875 925

CALCULO DE LOSAS.

ANALISIS DE CARGAS:

LOSAS MACIZAS.NIVEL: TECHO.USO: SIN ACCESO.

TIPO DE CARGAS. ESPESOR DE LOSA.

0.10 0.12 0.15 0.18 0.20

CARGAS PERMANENTES (CP).

PESO PROPIO DE LA LOSA. 250 300 375 450 500RELLENO + IMPERMEABLIZACION óIMPERMEABILIZ., TEJAS Y MORTERO. 120 120 120 120 120ACABADO INFERIOR DE LOSA. 10 10 10 10 10

TOTAL CARGAS PERMANENTES (CP). 380 430 505 580 630

SOBRECARGA (CV). 100 100 100 100 100

TOTAL CARGA DE SERVICIO (Q).Q = CP + CV. 480 530 605 680 730

TOTAL CARGA ULTIMA (Qu).Qu = 1,4 CP + 1,7 CV. 702 772 877 982 1052

RELACION CM/CVCM/CV 3.80 4.30 5.05 5.80 6.30

FACTOR DE MAYORACION (FM).FM = Qu / Q. 1.46 1.46 1.45 1.44 1.44

TOTAL CARGA DE SERVICIO POR ML.DE LOSA. (qn) 480 530 605 680 730

Zona Sísmica Ao

5 0.30

1234567

Maracay II

Maracay II

Maracay II

S3 Forma espectral0.80 Factor de corrección φ

Maracay II

Maracay II

GRUPO B2 α 1.00

Maracay II

ND3 Nivel de diseño

III Tipo de sistema

3 Factor de Reducción

7. COEFIECIENTE SISMICO Y ESPECTRO DE DISEÑO T Ad Ad(R=1)

0.00 0.240 0.240CAPITULO 0.05 0.235 0.326

4.2 : 5 0.10 0.231 0.4135.1 : S3 0.15 0.228 0.4996.1 : B2 0.20 0.226 0.5866.2 : ND3 0.25 0.224 0.6726.3 : III 0.30 0.224 0.672

0.35 0.224 0.672

Ao 0.30 0.40 0.224 0.672

φ 0.80 0.45 0.224 0.672α 1.00 0.50 0.224 0.672R 3.00 0.55 0.224 0.672

T* 1.00 0.60 0.224 0.672β 2.80 0.65 0.224 0.672p 1.00 0.70 0.224 0.672

To 0.25 0.75 0.224 0.672

T+ 0.25 0.80 0.224 0.672c 1.02 0.85 0.224 0.672

0.90 0.224 0.6720.95 0.224 0.6721.00 0.224 0.6721.05 0.213 0.6401.10 0.204 0.6111.15 0.195 0.584

ZONA SÍSMICAFORMA ESPECTRALCLASIFICACIÓN SEGÚN EL USONIVEL DE DISEÑOTIPO DE SISTEMA ESTRUCTURAL

ESPECTRO DE RESPUESTA ELASTICO (R=1) Y DE DISEÑO

Maracay II

1.20 0.187 0.5601.25 0.179 0.5381.30 0.172 0.5171.35 0.166 0.4981.40 0.160 0.4801.45 0.154 0.4631.50 0.149 0.4481.55 0.145 0.4341.60 0.140 0.4201.65 0.136 0.4071.70 0.132 0.3951.75 0.128 0.3841.80 0.124 0.3731.85 0.121 0.3631.90 0.118 0.3541.95 0.115 0.3452.00 0.112 0.3362.05 0.109 0.328

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.00 0.50 1.00 1.50 2.00 2.50

Ad

T

ESPECTRO DE RESPUESTA ELASTICO (R=1) Y DE DISEÑO

Maracay II

0.4 2.4 10.7 2.6 11 2.8 1

1.3 3 0.8

0.2

0.24 1.80 2.00

10.77305518

Maracay IIMaracay II

Maracay II

CARGAS PERMANENTESCP= 2,611,647.71

CARGAS VARIABLESCV= 432,066.80

e) 0.25 Porcentaje de la acciónVariable

W 2,719,664.41

Vox 459,087.11 Voy 462,214.58

(αAo)/R 0.100

Vox/W 0.169 CumpleVoy/W 0.170 Cumple

Maracay II

Mode Period UX UY UZ SumUX SumUY SumUZ1 0.77 1.4947 0 0 1.4947 0 02 0.520006 1.2531 0 0 2.7478 0 03 0.399351 70.7002 0 0 73.448 0 04 0.352372 0 2.6261 0 73.448 2.6261 05 0.333006 0.0165 0 0 73.4645 2.6261 06 0.190958 0 70.5278 0 73.4645 73.1539 07 0.114281 14.8579 0 0 88.3224 73.1539 08 0.090908 0.9573 0 0 89.2797 73.1539 09 0.082264 0.2572 0 0 89.5369 73.1539 0

10 0.06471 0 0 0 89.5369 73.1539 011 0.063244 0 0 0 89.5369 73.1539 012 0.0628 0.0005 0 0 89.5374 73.1539 013 0.062372 0.0273 0 0 89.5646 73.1539 014 0.055957 5.2177 0.0001 0 94.7823 73.154 015 0.053742 0 16.0846 0 94.7823 89.2386 016 0.039769 0.0081 0 0 94.7904 89.2386 017 0.037525 2.3408 0 0 97.1312 89.2386 018 0.029612 0 0.0017 0 97.1312 89.2402 019 0.029596 0.0003 0 0 97.1315 89.2402 020 0.029219 0.0001 0 0 97.1315 89.2402 0

Maracay II

21 0.029132 0 0.0182 0 97.1315 89.2585 022 0.028972 1.1194 0 0 98.2509 89.2585 023 0.026857 0 5.0649 0 98.2509 94.3234 024 0.025899 0.0001 0 0 98.251 94.3234 025 0.025871 0 0 0 98.251 94.3234 026 0.025869 0 0 0 98.251 94.3235 027 0.025855 0.0028 0 0 98.2538 94.3235 028 0.025755 0.0002 0 0 98.254 94.3235 029 0.024942 0.2156 0 0 98.4697 94.3235 030 0.024571 0 0 0 98.4697 94.3235 0

Maracay II

hn 24.48Material concreto

C 0 05Ct 0.05Ta 0.550

T < 0.770Modo 1 0.770 Cumple

Maracay II

Grupo B2Deriva Max= 18 ‰

Story Load Point DriftX DriftY DERIVA X DERIVA YTECHO SXESP 136-1 0.000577 1.38TECHO SYESP 29 0.000144 0.35P-7 SXESP 270-1 0.000662 1.59P-7 SYESP 29 0.000163 0.39P-6 SXESP 270-1 0.000718 1.72P-6 SYESP 29 0.000178 0.43P-5 SXESP 132 0.00075 1.80P-5 SYESP 29 0.000187 0.45P-4 SXESP 132 0.000753 1.81P-4 SYESP 29 0.000186 0.45P-3 SXESP 132 0.000701 1.68P-3 SYESP 29 0.000173 0.42P-2 SXESP 132 0.000576 1.38P-2 SYESP 29 0.000142 0.34P-1 SXESP 132 0.00034 0.82P-1 SYESP 32 0.000081 0.19

Maracay II

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 1 S T A T I C L O A D C A S E S STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION PP DEAD N/A 1.0000 SCP SUPER DEAD N/A 0.0000 CV LIVE N/A 0.0000 CVT LIVE N/A 0.0000 SXEST QUAKE None 0.0000 SYEST QUAKE None 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 2 R E S P O N S E S P E C T R U M C A S E S RESP SPEC CASE: SXESP BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN CQC SRSS 0.0500 0.0000 0.0600 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 Z5S3R3Y080B 9.8100 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: SYESP BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN CQC SRSS 0.0500 0.0000 0.0600 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 Z5S3R3Y080B 9.8100 UZ ---- N/A

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 3 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR UDCON1 ADD PP Static 1.4000 SCP Static 1.4000 UDCON2 ADD PP Static 1.2000 SCP Static 1.2000 CV Static 1.6000 CVT Static 0.5000 UDCON3 ADD PP Static 1.2000 SCP Static 1.2000 CV Static 0.5000 CVT Static 1.6000 UDCON4 ADD PP Static 1.2000 SCP Static 1.2000 CV Static 0.5000 CVT Static 0.5000 UDCON5 ADD PP Static 1.2000 SCP Static 1.2000 CV Static 0.5000 SXESP Spectra 1.0000 SYESP Spectra 0.3000 UDCON6 ADD PP Static 1.2000 SCP Static 1.2000 CV Static 0.5000 SXESP Spectra 0.3000 SYESP Spectra 1.0000 UDCON7 ADD PP Static 0.9000 SCP Static 0.9000 SXESP Spectra 1.0000 SYESP Spectra 0.3000 UDCON8 ADD PP Static 0.9000 SCP Static 0.9000 SXESP Spectra 0.3000 SYESP Spectra 1.0000 SUPERPOS1 ADD PP Static 1.1000 SCP Static 1.1000 CV Static 1.0000 SXESP Spectra 1.0000 SYESP Spectra 0.3000 SUPERPOS2 ADD PP Static 1.1000 SCP Static 1.1000 CV Static 1.0000 SXESP Spectra 0.3000 SYESP Spectra 1.0000 SUPERPOS3 ADD PP Static 0.9000 SCP Static 0.9000 SXESP Spectra 1.0000 SYESP Spectra 0.3000 SUPERPOS4 ADD PP Static 0.9000 SCP Static 0.9000 SXESP Spectra 0.3000 SYESP Spectra 1.0000 SUPERPOS5 ADD PP Static 1.1000 SCP Static 1.1000 CV Static 1.0000 ENVOLVENT ENVE SUPERPOS1 Combo 1.0000 SUPERPOS2 Combo 1.0000 SUPERPOS3 Combo 1.0000 SUPERPOS4 Combo 1.0000 SUPERPOS5 Combo 1.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 4 U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD SCP TSM F58 Floor Gravity 0.1300 SCP TSM F61 Floor Gravity 0.1300 SCP TSM F70 Floor Gravity 0.1300 SCP TSM F75 Floor Gravity 0.1300 SCP TSM F78 Floor Gravity 0.1300 SCP TSM F79 Floor Gravity 0.1300 SCP PSM F33 Floor Gravity 0.2000 SCP PSM F34 Floor Gravity 0.2500 SCP PSM F50 Floor Gravity 0.2500 SCP TECHO F1 Floor Gravity 0.1300 SCP TECHO F2 Floor Gravity 0.1300 SCP TECHO F3 Floor Gravity 0.1300 SCP TECHO F4 Floor Gravity 0.1300 SCP TECHO F5 Floor Gravity 0.1300 SCP TECHO F6 Floor Gravity 0.1300 SCP TECHO F7 Floor Gravity 0.1300 SCP TECHO F8 Floor Gravity 0.1300 SCP TECHO F9 Floor Gravity 0.1300 SCP TECHO F11 Floor Gravity 0.1300 SCP TECHO F12 Floor Gravity 0.1300 SCP TECHO F14 Floor Gravity 0.1300 SCP TECHO F15 Floor Gravity 0.1300 SCP TECHO F17 Floor Gravity 0.1300 SCP TECHO F45 Floor Gravity 0.1300 SCP TECHO F46 Floor Gravity 0.1300 SCP TECHO F48 Floor Gravity 0.1300 SCP P-7 F1 Floor Gravity 0.2500 SCP P-7 F2 Floor Gravity 0.2500 SCP P-7 F3 Floor Gravity 0.2500 SCP P-7 F4 Floor Gravity 0.2500 SCP P-7 F5 Floor Gravity 0.2500 SCP P-7 F6 Floor Gravity 0.2500 SCP P-7 F7 Floor Gravity 0.2500 SCP P-7 F8 Floor Gravity 0.2500 SCP P-7 F9 Floor Gravity 0.2500 SCP P-7 F11 Floor Gravity 0.2500 SCP P-7 F12 Floor Gravity 0.2500 SCP P-7 F14 Floor Gravity 0.2500 SCP P-7 F15 Floor Gravity 0.2500 SCP P-7 F17 Floor Gravity 0.2500 SCP P-7 F23 Floor Gravity 0.2500 SCP P-7 F27 Floor Gravity 0.2500 SCP P-7 F29 Floor Gravity 0.2500 SCP P-7 F30 Floor Gravity 0.2500 SCP P-7 F31 Floor Gravity 0.2500 SCP P-7 F33 Floor Gravity 0.2500 SCP P-7 F34 Floor Gravity 0.2500 SCP P-7 F39 Floor Gravity 0.1300 SCP P-7 F45 Floor Gravity 0.2500 SCP P-7 F46 Floor Gravity 0.2500 SCP P-7 F48 Floor Gravity 0.2500 SCP P-7 F52 Floor Gravity 0.2500 SCP P-6 F1 Floor Gravity 0.2500 SCP P-6 F2 Floor Gravity 0.2500 SCP P-6 F3 Floor Gravity 0.2500 SCP P-6 F4 Floor Gravity 0.2500 SCP P-6 F5 Floor Gravity 0.2500 SCP P-6 F6 Floor Gravity 0.2500 SCP P-6 F7 Floor Gravity 0.2500 SCP P-6 F8 Floor Gravity 0.2500 SCP P-6 F9 Floor Gravity 0.2500 SCP P-6 F11 Floor Gravity 0.2500 SCP P-6 F12 Floor Gravity 0.2500 SCP P-6 F14 Floor Gravity 0.2500 SCP P-6 F15 Floor Gravity 0.2500 SCP P-6 F17 Floor Gravity 0.2500 SCP P-6 F23 Floor Gravity 0.2500 SCP P-6 F27 Floor Gravity 0.2500 SCP P-6 F29 Floor Gravity 0.2500 SCP P-6 F30 Floor Gravity 0.2500 SCP P-6 F31 Floor Gravity 0.2500 SCP P-6 F33 Floor Gravity 0.2500 SCP P-6 F34 Floor Gravity 0.2500 SCP P-6 F39 Floor Gravity 0.1300 SCP P-6 F45 Floor Gravity 0.2500 SCP P-6 F46 Floor Gravity 0.2500 SCP P-6 F48 Floor Gravity 0.2500 SCP P-6 F52 Floor Gravity 0.2500 SCP P-5 F1 Floor Gravity 0.2500 SCP P-5 F2 Floor Gravity 0.2500 SCP P-5 F3 Floor Gravity 0.2500

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 5 U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD SCP P-5 F4 Floor Gravity 0.2500 SCP P-5 F5 Floor Gravity 0.2500 SCP P-5 F6 Floor Gravity 0.2500 SCP P-5 F7 Floor Gravity 0.2500 SCP P-5 F8 Floor Gravity 0.2500 SCP P-5 F9 Floor Gravity 0.2500 SCP P-5 F11 Floor Gravity 0.2500 SCP P-5 F12 Floor Gravity 0.2500 SCP P-5 F14 Floor Gravity 0.2500 SCP P-5 F15 Floor Gravity 0.2500 SCP P-5 F17 Floor Gravity 0.2500 SCP P-5 F23 Floor Gravity 0.2500 SCP P-5 F27 Floor Gravity 0.2500 SCP P-5 F29 Floor Gravity 0.2500 SCP P-5 F30 Floor Gravity 0.2500 SCP P-5 F31 Floor Gravity 0.2500 SCP P-5 F33 Floor Gravity 0.2500 SCP P-5 F34 Floor Gravity 0.2500 SCP P-5 F39 Floor Gravity 0.1300 SCP P-5 F45 Floor Gravity 0.2500 SCP P-5 F46 Floor Gravity 0.2500 SCP P-5 F48 Floor Gravity 0.2500 SCP P-5 F52 Floor Gravity 0.2500 SCP P-4 F1 Floor Gravity 0.2500 SCP P-4 F2 Floor Gravity 0.2500 SCP P-4 F3 Floor Gravity 0.2500 SCP P-4 F4 Floor Gravity 0.2500 SCP P-4 F5 Floor Gravity 0.2500 SCP P-4 F6 Floor Gravity 0.2500 SCP P-4 F7 Floor Gravity 0.2500 SCP P-4 F8 Floor Gravity 0.2500 SCP P-4 F9 Floor Gravity 0.2500 SCP P-4 F11 Floor Gravity 0.2500 SCP P-4 F12 Floor Gravity 0.2500 SCP P-4 F14 Floor Gravity 0.2500 SCP P-4 F15 Floor Gravity 0.2500 SCP P-4 F17 Floor Gravity 0.2500 SCP P-4 F23 Floor Gravity 0.2500 SCP P-4 F27 Floor Gravity 0.2500 SCP P-4 F29 Floor Gravity 0.2500 SCP P-4 F30 Floor Gravity 0.2500 SCP P-4 F31 Floor Gravity 0.2500 SCP P-4 F33 Floor Gravity 0.2500 SCP P-4 F34 Floor Gravity 0.2500 SCP P-4 F39 Floor Gravity 0.1300 SCP P-4 F45 Floor Gravity 0.2500 SCP P-4 F46 Floor Gravity 0.2500 SCP P-4 F48 Floor Gravity 0.2500 SCP P-4 F52 Floor Gravity 0.2500 SCP P-3 F1 Floor Gravity 0.2500 SCP P-3 F2 Floor Gravity 0.2500 SCP P-3 F3 Floor Gravity 0.2500 SCP P-3 F4 Floor Gravity 0.2500 SCP P-3 F5 Floor Gravity 0.2500 SCP P-3 F6 Floor Gravity 0.2500 SCP P-3 F7 Floor Gravity 0.2500 SCP P-3 F8 Floor Gravity 0.2500 SCP P-3 F9 Floor Gravity 0.2500 SCP P-3 F11 Floor Gravity 0.2500 SCP P-3 F12 Floor Gravity 0.2500 SCP P-3 F14 Floor Gravity 0.2500 SCP P-3 F15 Floor Gravity 0.2500 SCP P-3 F17 Floor Gravity 0.2500 SCP P-3 F23 Floor Gravity 0.2500 SCP P-3 F27 Floor Gravity 0.2500 SCP P-3 F29 Floor Gravity 0.2500 SCP P-3 F30 Floor Gravity 0.2500 SCP P-3 F31 Floor Gravity 0.2500 SCP P-3 F33 Floor Gravity 0.2500 SCP P-3 F34 Floor Gravity 0.2500 SCP P-3 F39 Floor Gravity 0.1300 SCP P-3 F45 Floor Gravity 0.2500 SCP P-3 F46 Floor Gravity 0.2500 SCP P-3 F48 Floor Gravity 0.2500 SCP P-3 F52 Floor Gravity 0.2500 SCP P-2 F1 Floor Gravity 0.2500 SCP P-2 F2 Floor Gravity 0.2500 SCP P-2 F3 Floor Gravity 0.2500 SCP P-2 F4 Floor Gravity 0.2500 SCP P-2 F5 Floor Gravity 0.2500 SCP P-2 F6 Floor Gravity 0.2500

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 6 U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD SCP P-2 F7 Floor Gravity 0.2500 SCP P-2 F8 Floor Gravity 0.2500 SCP P-2 F9 Floor Gravity 0.2500 SCP P-2 F11 Floor Gravity 0.2500 SCP P-2 F12 Floor Gravity 0.2500 SCP P-2 F14 Floor Gravity 0.2500 SCP P-2 F15 Floor Gravity 0.2500 SCP P-2 F17 Floor Gravity 0.2500 SCP P-2 F23 Floor Gravity 0.2500 SCP P-2 F27 Floor Gravity 0.2500 SCP P-2 F29 Floor Gravity 0.2500 SCP P-2 F30 Floor Gravity 0.2500 SCP P-2 F31 Floor Gravity 0.2500 SCP P-2 F33 Floor Gravity 0.2500 SCP P-2 F34 Floor Gravity 0.2500 SCP P-2 F39 Floor Gravity 0.1300 SCP P-2 F45 Floor Gravity 0.2500 SCP P-2 F46 Floor Gravity 0.2500 SCP P-2 F48 Floor Gravity 0.2500 SCP P-2 F52 Floor Gravity 0.2500 SCP P-1 F1 Floor Gravity 0.2500 SCP P-1 F2 Floor Gravity 0.2500 SCP P-1 F3 Floor Gravity 0.2500 SCP P-1 F4 Floor Gravity 0.2500 SCP P-1 F5 Floor Gravity 0.2500 SCP P-1 F6 Floor Gravity 0.2500 SCP P-1 F7 Floor Gravity 0.2500 SCP P-1 F8 Floor Gravity 0.2500 SCP P-1 F9 Floor Gravity 0.2500 SCP P-1 F11 Floor Gravity 0.2500 SCP P-1 F12 Floor Gravity 0.2500 SCP P-1 F14 Floor Gravity 0.2500 SCP P-1 F15 Floor Gravity 0.2500 SCP P-1 F17 Floor Gravity 0.2500 SCP P-1 F23 Floor Gravity 0.2500 SCP P-1 F27 Floor Gravity 0.2500 SCP P-1 F29 Floor Gravity 0.2500 SCP P-1 F30 Floor Gravity 0.2500 SCP P-1 F31 Floor Gravity 0.2500 SCP P-1 F33 Floor Gravity 0.2500 SCP P-1 F34 Floor Gravity 0.2500 SCP P-1 F39 Floor Gravity 0.1300 SCP P-1 F45 Floor Gravity 0.2500 SCP P-1 F46 Floor Gravity 0.2500 SCP P-1 F48 Floor Gravity 0.2500 SCP P-1 F52 Floor Gravity 0.2500 CV PSM F33 Floor Gravity 0.1750 CV PSM F34 Floor Gravity 0.1750 CV PSM F50 Floor Gravity 0.1750 CV P-7 F1 Floor Gravity 0.1750 CV P-7 F2 Floor Gravity 0.1750 CV P-7 F3 Floor Gravity 0.1750 CV P-7 F4 Floor Gravity 0.1750 CV P-7 F5 Floor Gravity 0.1750 CV P-7 F6 Floor Gravity 0.1750 CV P-7 F7 Floor Gravity 0.1750 CV P-7 F8 Floor Gravity 0.1750 CV P-7 F9 Floor Gravity 0.1750 CV P-7 F11 Floor Gravity 0.1750 CV P-7 F12 Floor Gravity 0.1750 CV P-7 F14 Floor Gravity 0.1750 CV P-7 F15 Floor Gravity 0.1750 CV P-7 F17 Floor Gravity 0.1750 CV P-7 F23 Floor Gravity 0.1750 CV P-7 F27 Floor Gravity 0.1750 CV P-7 F29 Floor Gravity 0.1750 CV P-7 F30 Floor Gravity 0.1750 CV P-7 F31 Floor Gravity 0.1750 CV P-7 F33 Floor Gravity 0.1750 CV P-7 F34 Floor Gravity 0.1750 CV P-7 F39 Floor Gravity 0.3000 CV P-7 F45 Floor Gravity 0.1750 CV P-7 F46 Floor Gravity 0.1750 CV P-7 F48 Floor Gravity 0.1750 CV P-7 F52 Floor Gravity 0.1750 CV P-6 F1 Floor Gravity 0.1750 CV P-6 F2 Floor Gravity 0.1750 CV P-6 F3 Floor Gravity 0.1750 CV P-6 F4 Floor Gravity 0.1750 CV P-6 F5 Floor Gravity 0.1750 CV P-6 F6 Floor Gravity 0.1750

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 7 U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD CV P-6 F7 Floor Gravity 0.1750 CV P-6 F8 Floor Gravity 0.1750 CV P-6 F9 Floor Gravity 0.1750 CV P-6 F11 Floor Gravity 0.1750 CV P-6 F12 Floor Gravity 0.1750 CV P-6 F14 Floor Gravity 0.1750 CV P-6 F15 Floor Gravity 0.1750 CV P-6 F17 Floor Gravity 0.1750 CV P-6 F23 Floor Gravity 0.1750 CV P-6 F27 Floor Gravity 0.1750 CV P-6 F29 Floor Gravity 0.1750 CV P-6 F30 Floor Gravity 0.1750 CV P-6 F31 Floor Gravity 0.1750 CV P-6 F33 Floor Gravity 0.1750 CV P-6 F34 Floor Gravity 0.1750 CV P-6 F39 Floor Gravity 0.3000 CV P-6 F45 Floor Gravity 0.1750 CV P-6 F46 Floor Gravity 0.1750 CV P-6 F48 Floor Gravity 0.1750 CV P-6 F52 Floor Gravity 0.1750 CV P-5 F1 Floor Gravity 0.1750 CV P-5 F2 Floor Gravity 0.1750 CV P-5 F3 Floor Gravity 0.1750 CV P-5 F4 Floor Gravity 0.1750 CV P-5 F5 Floor Gravity 0.1750 CV P-5 F6 Floor Gravity 0.1750 CV P-5 F7 Floor Gravity 0.1750 CV P-5 F8 Floor Gravity 0.1750 CV P-5 F9 Floor Gravity 0.1750 CV P-5 F11 Floor Gravity 0.1750 CV P-5 F12 Floor Gravity 0.1750 CV P-5 F14 Floor Gravity 0.1750 CV P-5 F15 Floor Gravity 0.1750 CV P-5 F17 Floor Gravity 0.1750 CV P-5 F23 Floor Gravity 0.1750 CV P-5 F27 Floor Gravity 0.1750 CV P-5 F29 Floor Gravity 0.1750 CV P-5 F30 Floor Gravity 0.1750 CV P-5 F31 Floor Gravity 0.1750 CV P-5 F33 Floor Gravity 0.1750 CV P-5 F34 Floor Gravity 0.1750 CV P-5 F39 Floor Gravity 0.3000 CV P-5 F45 Floor Gravity 0.1750 CV P-5 F46 Floor Gravity 0.1750 CV P-5 F48 Floor Gravity 0.1750 CV P-5 F52 Floor Gravity 0.1750 CV P-4 F1 Floor Gravity 0.1750 CV P-4 F2 Floor Gravity 0.1750 CV P-4 F3 Floor Gravity 0.1750 CV P-4 F4 Floor Gravity 0.1750 CV P-4 F5 Floor Gravity 0.1750 CV P-4 F6 Floor Gravity 0.1750 CV P-4 F7 Floor Gravity 0.1750 CV P-4 F8 Floor Gravity 0.1750 CV P-4 F9 Floor Gravity 0.1750 CV P-4 F11 Floor Gravity 0.1750 CV P-4 F12 Floor Gravity 0.1750 CV P-4 F14 Floor Gravity 0.1750 CV P-4 F15 Floor Gravity 0.1750 CV P-4 F17 Floor Gravity 0.1750 CV P-4 F23 Floor Gravity 0.1750 CV P-4 F27 Floor Gravity 0.1750 CV P-4 F29 Floor Gravity 0.1750 CV P-4 F30 Floor Gravity 0.1750 CV P-4 F31 Floor Gravity 0.1750 CV P-4 F33 Floor Gravity 0.1750 CV P-4 F34 Floor Gravity 0.1750 CV P-4 F39 Floor Gravity 0.3000 CV P-4 F45 Floor Gravity 0.1750 CV P-4 F46 Floor Gravity 0.1750 CV P-4 F48 Floor Gravity 0.1750 CV P-4 F52 Floor Gravity 0.1750 CV P-3 F1 Floor Gravity 0.1750 CV P-3 F2 Floor Gravity 0.1750 CV P-3 F3 Floor Gravity 0.1750 CV P-3 F4 Floor Gravity 0.1750 CV P-3 F5 Floor Gravity 0.1750 CV P-3 F6 Floor Gravity 0.1750 CV P-3 F7 Floor Gravity 0.1750 CV P-3 F8 Floor Gravity 0.1750 CV P-3 F9 Floor Gravity 0.1750

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 8 U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD CV P-3 F11 Floor Gravity 0.1750 CV P-3 F12 Floor Gravity 0.1750 CV P-3 F14 Floor Gravity 0.1750 CV P-3 F15 Floor Gravity 0.1750 CV P-3 F17 Floor Gravity 0.1750 CV P-3 F23 Floor Gravity 0.1750 CV P-3 F27 Floor Gravity 0.1750 CV P-3 F29 Floor Gravity 0.1750 CV P-3 F30 Floor Gravity 0.1750 CV P-3 F31 Floor Gravity 0.1750 CV P-3 F33 Floor Gravity 0.1750 CV P-3 F34 Floor Gravity 0.1750 CV P-3 F39 Floor Gravity 0.3000 CV P-3 F45 Floor Gravity 0.1750 CV P-3 F46 Floor Gravity 0.1750 CV P-3 F48 Floor Gravity 0.1750 CV P-3 F52 Floor Gravity 0.1750 CV P-2 F1 Floor Gravity 0.1750 CV P-2 F2 Floor Gravity 0.1750 CV P-2 F3 Floor Gravity 0.1750 CV P-2 F4 Floor Gravity 0.1750 CV P-2 F5 Floor Gravity 0.1750 CV P-2 F6 Floor Gravity 0.1750 CV P-2 F7 Floor Gravity 0.1750 CV P-2 F8 Floor Gravity 0.1750 CV P-2 F9 Floor Gravity 0.1750 CV P-2 F11 Floor Gravity 0.1750 CV P-2 F12 Floor Gravity 0.1750 CV P-2 F14 Floor Gravity 0.1750 CV P-2 F15 Floor Gravity 0.1750 CV P-2 F17 Floor Gravity 0.1750 CV P-2 F23 Floor Gravity 0.1750 CV P-2 F27 Floor Gravity 0.1750 CV P-2 F29 Floor Gravity 0.1750 CV P-2 F30 Floor Gravity 0.1750 CV P-2 F31 Floor Gravity 0.1750 CV P-2 F33 Floor Gravity 0.1750 CV P-2 F34 Floor Gravity 0.1750 CV P-2 F39 Floor Gravity 0.3000 CV P-2 F45 Floor Gravity 0.1750 CV P-2 F46 Floor Gravity 0.1750 CV P-2 F48 Floor Gravity 0.1750 CV P-2 F52 Floor Gravity 0.1750 CV P-1 F1 Floor Gravity 0.1750 CV P-1 F2 Floor Gravity 0.1750 CV P-1 F3 Floor Gravity 0.1750 CV P-1 F4 Floor Gravity 0.1750 CV P-1 F5 Floor Gravity 0.1750 CV P-1 F6 Floor Gravity 0.1750 CV P-1 F7 Floor Gravity 0.1750 CV P-1 F8 Floor Gravity 0.1750 CV P-1 F9 Floor Gravity 0.1750 CV P-1 F11 Floor Gravity 0.1750 CV P-1 F12 Floor Gravity 0.1750 CV P-1 F14 Floor Gravity 0.1750 CV P-1 F15 Floor Gravity 0.1750 CV P-1 F17 Floor Gravity 0.1750 CV P-1 F23 Floor Gravity 0.1750 CV P-1 F27 Floor Gravity 0.1750 CV P-1 F29 Floor Gravity 0.1750 CV P-1 F30 Floor Gravity 0.1750 CV P-1 F31 Floor Gravity 0.1750 CV P-1 F33 Floor Gravity 0.1750 CV P-1 F34 Floor Gravity 0.1750 CV P-1 F39 Floor Gravity 0.3000 CV P-1 F45 Floor Gravity 0.1750 CV P-1 F46 Floor Gravity 0.1750 CV P-1 F48 Floor Gravity 0.1750 CV P-1 F52 Floor Gravity 0.1750 CVT TSM F58 Floor Gravity 0.1100 CVT TSM F61 Floor Gravity 0.1100 CVT TSM F70 Floor Gravity 0.1100 CVT TSM F75 Floor Gravity 0.1100 CVT TSM F78 Floor Gravity 0.1100 CVT TSM F79 Floor Gravity 0.1100 CVT TECHO F1 Floor Gravity 0.1100 CVT TECHO F2 Floor Gravity 0.1100 CVT TECHO F3 Floor Gravity 0.1100 CVT TECHO F4 Floor Gravity 0.1100 CVT TECHO F5 Floor Gravity 0.1100 CVT TECHO F6 Floor Gravity 0.1100

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:27 PAGE 9 U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD CVT TECHO F7 Floor Gravity 0.1100 CVT TECHO F8 Floor Gravity 0.1100 CVT TECHO F9 Floor Gravity 0.1100 CVT TECHO F11 Floor Gravity 0.1100 CVT TECHO F12 Floor Gravity 0.1100 CVT TECHO F14 Floor Gravity 0.1100 CVT TECHO F15 Floor Gravity 0.1100 CVT TECHO F17 Floor Gravity 0.1100 CVT TECHO F45 Floor Gravity 0.1100 CVT TECHO F46 Floor Gravity 0.1100 CVT TECHO F48 Floor Gravity 0.1100 SCP P-7 R1 Ramp Gravity 0.1300 SCP P-7 R2 Ramp Gravity 0.1300 SCP P-6 R1 Ramp Gravity 0.1300 SCP P-6 R2 Ramp Gravity 0.1300 SCP P-5 R1 Ramp Gravity 0.1300 SCP P-5 R2 Ramp Gravity 0.1300 SCP P-4 R1 Ramp Gravity 0.1300 SCP P-4 R2 Ramp Gravity 0.1300 SCP P-3 R1 Ramp Gravity 0.1300 SCP P-3 R2 Ramp Gravity 0.1300 SCP P-2 R1 Ramp Gravity 0.1300 SCP P-2 R2 Ramp Gravity 0.1300 SCP P-1 R1 Ramp Gravity 0.1300 SCP P-1 R2 Ramp Gravity 0.1300 CV P-7 R1 Ramp Gravity 0.3000 CV P-7 R2 Ramp Gravity 0.3000 CV P-6 R1 Ramp Gravity 0.3000 CV P-6 R2 Ramp Gravity 0.3000 CV P-5 R1 Ramp Gravity 0.3000 CV P-5 R2 Ramp Gravity 0.3000 CV P-4 R1 Ramp Gravity 0.3000 CV P-4 R2 Ramp Gravity 0.3000 CV P-3 R1 Ramp Gravity 0.3000 CV P-3 R2 Ramp Gravity 0.3000 CV P-2 R1 Ramp Gravity 0.3000 CV P-2 R2 Ramp Gravity 0.3000 CV P-1 R1 Ramp Gravity 0.3000 CV P-1 R2 Ramp Gravity 0.3000

DISEÑO DE PANTALLAS

ETABS v9.6.0 - File: Maracay II (7) - marzo 7,2012 10:24Plan View - P-1 - Elevation 2.54 - Ton-m Units

ETABS

Story PierLbl StnLoc PierSec D/CRatio PierLeg LegX1 LegY1 LegX2 LegY2 ShearAv B‐ZoneLft B‐ZoneRt

P‐1 M‐1 Top ME1 0.6721 Top Leg 1 2.84 10.6 2.84 12.25 3.5

Top Leg 2 0 10.6 2.84 10.61 7

Top Leg 3 0 10.6 0 11.88 3.5 1.96E‐01 2.00E‐01

P‐1 M‐1 Bottom ME1 0.9799 Bot Leg 1 2.84 10.6 2.84 12.25 3.5

Bot Leg 2 0 10.6 2.84 10.61 7.07

Bot Leg 3 0 10.6 0 11.88 3.5 2.56E‐01 2.55E‐01

P‐1 M‐2 Top ME1 0.6619 Top Leg 1 2.84 5.67 2.84 7.31 3.5

Top Leg 2 0 7.31 2.84 7.31 6.96

Top Leg 3 0 6.04 0 7.31 3.5 2.00E‐01 1.97E‐01


Bot Leg 2 0 7.31 2.84 7.31 7.03

Bot Leg 3 0 6.04 0 7.31 3.5 2.55E‐01 2.57E‐01

P‐1 M‐3 Top ME3 0.1804 Top Leg 1 5.38 10.6 5.88 10.61 3.5

Top Leg 2 5.88 10.6 5.88 13.48 3.5


Bot Leg 2 5.88 10.6 5.88 13.48 3.5

P‐1 M‐4 Top ME3 0.1783 Top Leg 1 5.38 7.31 5.88 7.31 3.5

Top Leg 2 5.88 4.44 5.88 7.31 3.5


Bot Leg 2 5.88 4.44 5.88 7.31 3.5

P‐1 M‐5 Top ME5 0.3399 Top Leg 1 8.37 8.96 8.37 13.48 3.5

Top Leg 2 8.37 4.44 8.37 8.96 3.5

Top Leg 3 5.88 8.11 5.88 9.81 3.5

Top Leg 4 5.88 8.96 8.37 8.96 7.87


Bot Leg 2 8.37 4.44 8.37 8.96 3.5

Bot Leg 3 5.88 8.11 5.88 9.81 3.5 2.65E‐01 2.66E‐01

Bot Leg 4 5.88 8.96 8.37 8.96 7.62

P‐1 M‐6 Top ME5 0.3393 Top Leg 1 11.4 8.96 11.4 13.48 3.5

Top Leg 2 11.4 4.44 11.4 8.96 3.5

Top Leg 3 13.9 8.11 13.9 9.81 3.5

Top Leg 4 11.4 8.96 13.9 8.96 7.46


Bot Leg 2 11.4 4.44 11.4 8.96 3.5

Bot Leg 3 13.9 8.11 13.9 9.81 3.5 2.64E‐01 2.64E‐01

Bot Leg 4 11.4 8.96 13.9 8.96 7.54

P‐1 M‐7 Top ME3 0.1813 Top Leg 1 13.9 10.6 14.4 10.61 3.5

Top Leg 2 13.9 10.6 13.9 13.48 3.5

DATOS DE DISEÑO DE NUCLEOS

Boundary Zone Not Needed; Boundary Zone Not Needed;

































Message







Bot Leg 2 13.9 10.6 13.9 13.48 3.5

P‐1 M‐8 Top ME3 0.18 Top Leg 1 13.9 7.31 14.4 7.31 3.5

Top Leg 2 13.9 4.44 13.9 7.31 3.5


Bot Leg 2 13.9 4.44 13.9 7.31 3.5

P‐1 M‐9 Top ME1 0.6514 Top Leg 1 16.9 5.67 16.9 7.31 3.5

Top Leg 2 16.9 7.31 19.8 7.31 6.97

Top Leg 3 19.8 6.04 19.8 7.31 3.5 2.02E‐01 1.99E‐01


Bot Leg 2 16.9 7.31 19.8 7.31 7.04

Bot Leg 3 19.8 6.04 19.8 7.31 3.5 2.57E‐01 2.59E‐01

P‐1 M‐10 Top ME1 0.6611 Top Leg 1 16.9 10.6 16.9 12.25 3.5

Top Leg 2 16.9 10.6 19.8 10.61 7

Top Leg 3 19.8 10.6 19.8 11.88 3.5 1.98E‐01 2.02E‐01


Bot Leg 2 16.9 10.6 19.8 10.61 7.06

Bot Leg 3 19.8 10.6 19.8 11.88 3.5 2.58E‐01 2.57E‐01

P‐1 M‐11 Top ME11 0.1774 Top Leg 1 0 13.2 0 17.92 3.5

P‐1 M‐11 Bottom ME11 0.2468 Bot Leg 1 0 13.2 0 17.92 3.5

P‐1 M‐12 Top ME12 0.2427 Top Leg 1 2.84 14.7 2.84 17.92 3.5


P‐1 M‐13 Top ME13 0.2154 Top Leg 1 2.84 13.1 2.84 13.78 3.5

P‐1 M‐13 Bottom ME13 0.2551 Bot Leg 1 2.84 13.1 2.84 13.78 3.5 1.29E‐01

P‐1 M‐14 Top ME12 0.2332 Top Leg 1 5.88 14.7 5.88 17.92 3.5


P‐1 M‐15 Top ME15 0.405 Top Leg 1 8.37 14.5 8.37 17.92 3.5 5.02E‐01

P‐1 M‐15 Bottom ME15 0.4757 Bot Leg 1 8.37 14.5 8.37 17.92 3.5 5.83E‐01 5.83E‐01

P‐1 M‐16 Top ME15 0.3998 Top Leg 1 11.4 14.5 11.4 17.92 3.5 4.98E‐01

P‐1 M‐16 Bottom ME15 0.471 Bot Leg 1 11.4 14.5 11.4 17.92 3.5 5.78E‐01 5.78E‐01

P‐1 M‐17 Top ME12 0.233 Top Leg 1 13.9 14.7 13.9 17.92 3.5


P‐1 M‐18 Top ME12 0.2422 Top Leg 1 16.9 14.7 16.9 17.92 3.5


P‐1 M‐19 Top ME13 0.215 Top Leg 1 16.9 13.1 16.9 13.78 3.5


P‐1 M‐20 Top ME11 0.1779 Top Leg 1 19.8 13.2 19.8 17.92 3.5


P‐1 M‐21 Top ME11 0.1773 Top Leg 1 19.8 0 19.8 4.74 3.5

P‐1 M‐21 Bottom ME11 0.2469 Bot Leg 1 19.8 0 19.8 4.74 3.5

P‐1 M‐22 Top ME13 0.2154 Top Leg 1 16.9 4.14 16.9 4.87 3.5











































P‐1 M‐23 Top ME12 0.24 Top Leg 1 16.9 0 16.9 3.24 3.5


P‐1 M‐24 Top ME12 0.2294 Top Leg 1 13.9 0 13.9 3.24 3.5


P‐1 M‐25 Top ME15 0.4249 Top Leg 1 11.4 0 11.4 3.44 3.5

P‐1 M‐25 Bottom ME15 0.5089 Bot Leg 1 11.4 0 11.4 3.44 3.5 5.52E‐01 5.52E‐01

P‐1 M‐26 Top ME15 0.427 Top Leg 1 8.37 0 8.37 3.44 3.5 4.78E‐01

P‐1 M‐26 Bottom ME15 0.5112 Bot Leg 1 8.37 0 8.37 3.44 3.5 5.57E‐01 5.57E‐01

P‐1 M‐27 Top ME12 0.2293 Top Leg 1 5.88 0 5.88 3.24 3.5


P‐1 M‐28 Top ME13 0.216 Top Leg 1 2.84 4.14 2.84 4.87 3.5


P‐1 M‐29 Top ME12 0.2402 Top Leg 1 2.84 0 2.84 3.24 3.5


P‐1 M‐30 Top ME11 0.1768 Top Leg 1 0 0 0 4.74 3.5

P‐1 M‐30 Bottom ME11 0.2489 Bot Leg 1 0 0 0 4.74 3.5

P‐1 M‐31 Top ME31 0.2868 Top Leg 1 3.54 10.6 4.68 10.61 3.5


P‐1 M‐32 Top ME31 0.2855 Top Leg 1 3.54 7.31 4.68 7.31 3.5


P‐1 M‐33 Top ME31 0.2902 Top Leg 1 15.1 10.6 16.2 10.61 3.5


P‐1 M‐34 Top ME31 0.2879 Top Leg 1 15.1 7.31 16.2 7.31 3.5



























CSISD v9.6.0 - ME1 - Kgf-m Units

marzo 6,2012 11:10 CSISD

harrieta

Llamada

LEG-1

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Llamada

LEG-2

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Llamada

LEG-3

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Llamada

N-3

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N-11

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N-5A

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MURO M-1 = M-2 = M-10 = M-9

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NOMENCLATURA



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LEG-1

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LEG-2

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N-7

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N-2

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MURO M-3 = M-4 = M-7 = M-8

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NOMENCLATURA



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Llamada

LEG-1

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Llamada

LEG-2

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Llamada

LEG-4

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Llamada

LEG-3

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Llamada

N-3A

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Llamada

N-3A

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Llamada

N-9

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Llamada

N-9

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N-2

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N-2

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NOMENCLATURA

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Cuadro de texto

MURO M-5 = M-6



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LEG-1

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Llamada

N-3

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N-3

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MURO M-11 = M-20 = M-21 = M-30

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NOMENCLATURA



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Llamada

LEG-1

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N-2

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N-2

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MURO M-12 = M-14 = M-17 = M-18 = M-23 = M-24 = M-27 = M-29

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NOMENCLATURA



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Llamada

LEG-1

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Llamada

N-6

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MURO M-13 = M-19 = M-22 = M28

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NOMENCLATURA



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Llamada

LEG-1

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Llamada

N-3A

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N-3A

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MURO M-15 = M-16 = M-25 = M-26

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NOMENCLATURA



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Llamada

LEG-1

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Llamada

N-2

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Llamada

N-2

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MURO M-31 = M-32 = M-33 = M-34

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Cuadro de texto

NOMENCLATURA

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 1 SUMMARY OUTPUT DATA - GENERAL REINFORCING PIER SECTIONS - CHECK (ACI 318-05/IBC 2003) Story Pier Station Pier D/C Pier Shear Av B-Zone(L) B-Zone(R) Label Label Location Section Ratio Leg cm^2/m Length Length P-1 M-1 Top ME1 0.6721 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 7.00 Not Needed Not Needed Top Leg 3 3.50 Not Needed Not Needed Bottom ME1 0.9799 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 7.07 Not Needed Not Needed Bot Leg 3 3.50 2.556E-01 2.547E-01 P-1 M-2 Top ME1 0.6619 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 6.96 Not Needed Not Needed Top Leg 3 3.50 Not Needed Not Needed Bottom ME1 0.9736 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 7.03 Not Needed Not Needed Bot Leg 3 3.50 2.551E-01 2.573E-01 P-1 M-3 Top ME3 0.1804 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 3.50 Not Needed Not Needed Bottom ME3 0.2124 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 3.50 Not Needed Not Needed P-1 M-4 Top ME3 0.1783 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 3.50 Not Needed Not Needed Bottom ME3 0.2090 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 3.50 Not Needed Not Needed P-1 M-5 Top ME5 0.3399 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 3.50 Not Needed Not Needed Top Leg 3 3.50 Not Needed Not Needed Top Leg 4 7.87 Not Needed Not Needed Bottom ME5 0.4382 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 3.50 Not Needed Not Needed Bot Leg 3 3.50 2.652E-01 2.661E-01 Bot Leg 4 7.62 Not Needed Not Needed P-1 M-6 Top ME5 0.3393 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 3.50 Not Needed Not Needed Top Leg 3 3.50 Not Needed Not Needed Top Leg 4 7.46 Not Needed Not Needed Bottom ME5 0.4580 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 3.50 Not Needed Not Needed Bot Leg 3 3.50 2.637E-01 2.644E-01 Bot Leg 4 7.54 Not Needed Not Needed P-1 M-7 Top ME3 0.1813 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 3.50 Not Needed Not Needed Bottom ME3 0.2116 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 3.50 Not Needed Not Needed P-1 M-8 Top ME3 0.1800 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 3.50 Not Needed Not Needed Bottom ME3 0.2093 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 3.50 Not Needed Not Needed P-1 M-9 Top ME1 0.6514 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 6.97 Not Needed Not Needed Top Leg 3 3.50 Not Needed Not Needed Bottom ME1 0.9840 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 7.04 Not Needed Not Needed Bot Leg 3 3.50 2.572E-01 2.590E-01 P-1 M-10 Top ME1 0.6611 Top Leg 1 3.50 Not Needed Not Needed Top Leg 2 7.00 Not Needed Not Needed Top Leg 3 3.50 Not Needed Not Needed Bottom ME1 0.9889 Bot Leg 1 3.50 Not Needed Not Needed Bot Leg 2 7.06 Not Needed Not Needed Bot Leg 3 3.50 2.582E-01 2.571E-01 P-1 M-11 Top ME11 0.1774 Top Leg 1 3.50 Not Needed Not Needed Bottom ME11 0.2468 Bot Leg 1 3.50 Not Needed Not Needed

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 2 SUMMARY OUTPUT DATA - GENERAL REINFORCING PIER SECTIONS - CHECK (ACI 318-05/IBC 2003) Story Pier Station Pier D/C Pier Shear Av B-Zone(L) B-Zone(R) Label Label Location Section Ratio Leg cm^2/m Length Length P-1 M-12 Top ME12 0.2427 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2663 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-13 Top ME13 0.2154 Top Leg 1 3.50 Not Needed Not Needed Bottom ME13 0.2551 Bot Leg 1 3.50 Not Needed 1.287E-01 P-1 M-14 Top ME12 0.2332 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2570 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-15 Top ME15 0.4050 Top Leg 1 3.50 Not Needed 5.022E-01 Bottom ME15 0.4757 Bot Leg 1 3.50 5.826E-01 5.826E-01 P-1 M-16 Top ME15 0.3998 Top Leg 1 3.50 Not Needed 4.979E-01 Bottom ME15 0.4710 Bot Leg 1 3.50 5.775E-01 5.775E-01 P-1 M-17 Top ME12 0.2330 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2567 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-18 Top ME12 0.2422 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2658 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-19 Top ME13 0.2150 Top Leg 1 3.50 Not Needed Not Needed Bottom ME13 0.2536 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-20 Top ME11 0.1779 Top Leg 1 3.50 Not Needed Not Needed Bottom ME11 0.2447 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-21 Top ME11 0.1773 Top Leg 1 3.50 Not Needed Not Needed Bottom ME11 0.2469 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-22 Top ME13 0.2154 Top Leg 1 3.50 Not Needed Not Needed Bottom ME13 0.2525 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-23 Top ME12 0.2400 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2635 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-24 Top ME12 0.2294 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2534 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-25 Top ME15 0.4249 Top Leg 1 3.50 Not Needed Not Needed Bottom ME15 0.5089 Bot Leg 1 3.50 5.523E-01 5.523E-01 P-1 M-26 Top ME15 0.4270 Top Leg 1 3.50 4.778E-01 Not Needed Bottom ME15 0.5112 Bot Leg 1 3.50 5.566E-01 5.566E-01 P-1 M-27 Top ME12 0.2293 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2534 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-28 Top ME13 0.2160 Top Leg 1 3.50 Not Needed Not Needed Bottom ME13 0.2523 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-29 Top ME12 0.2402 Top Leg 1 3.50 Not Needed Not Needed Bottom ME12 0.2638 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-30 Top ME11 0.1768 Top Leg 1 3.50 Not Needed Not Needed Bottom ME11 0.2489 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-31 Top ME31 0.2868 Top Leg 1 3.50 Not Needed Not Needed Bottom ME31 0.7320 Bot Leg 1 3.50 Not Needed Not Needed

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 3 SUMMARY OUTPUT DATA - GENERAL REINFORCING PIER SECTIONS - CHECK (ACI 318-05/IBC 2003) Story Pier Station Pier D/C Pier Shear Av B-Zone(L) B-Zone(R) Label Label Location Section Ratio Leg cm^2/m Length Length P-1 M-32 Top ME31 0.2855 Top Leg 1 3.50 Not Needed Not Needed Bottom ME31 0.7305 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-33 Top ME31 0.2902 Top Leg 1 3.50 Not Needed Not Needed Bottom ME31 0.7370 Bot Leg 1 3.50 Not Needed Not Needed P-1 M-34 Top ME31 0.2879 Top Leg 1 3.50 Not Needed Not Needed Bottom ME31 0.7333 Bot Leg 1 3.50 Not Needed Not Needed

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 4 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-1 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 0.000 Bottom 1.511 10.984 0.000 Top 1.511 10.984 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.400 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME1 CONC250 8.050E-01 2500.00 42000.00 42000.00 1.00 Bottom ME1 CONC250 8.050E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.6721 UDCON7 -58.692 -21.105 -234.243 Bottom 0.9799 UDCON7 -45.805 -32.328 -395.908 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 2.84 10.61 2.84 12.25 1.64 1.400E-01 Top Leg 2 0.00 10.61 2.84 10.61 2.84 1.400E-01 Top Leg 3 0.00 10.61 0.00 11.88 1.27 1.400E-01 Bot Leg 1 2.84 10.61 2.84 12.25 1.64 1.400E-01 Bot Leg 2 0.00 10.61 2.84 10.61 2.84 1.400E-01 Bot Leg 3 0.00 10.61 0.00 11.88 1.27 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 -8.069 2.285 8.093 14.279 25.851 Top Leg 2 7.003 UDCON7 -36.736 41.073 62.090 21.996 62.090 Top Leg 3 3.500 UDCON5 -69.749 4.019 7.991 3.438 12.399 Bot Leg 1 3.500 UDCON5 -29.733 4.322 11.661 11.679 23.251 Bot Leg 2 7.073 UDCON7 -39.209 128.451 62.193 21.699 62.193 Bot Leg 3 3.500 UDCON5 -90.788 2.697 8.429 0.913 9.874 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 66.938 -8.623 8.093 428.941 0.0000 Top R L-1 Not Needed UDCON5 66.938 2.285 8.093 327.950 0.0000 Top L L-2 Not Needed UDCON5 131.571 -39.068 61.220 538.503 0.4291 Top R L-2 Not Needed UDCON5 131.571 41.496 61.220 551.404 0.4346 Top L L-3 0.196 UDCON5 118.448 -3.307 7.498 754.059 0.3231 Top R L-3 0.200 UDCON5 118.448 4.019 7.498 772.975 0.3267 Bot L L-1 Not Needed UDCON5 103.753 -4.889 9.095 529.799 0.2875 Bot R L-1 Not Needed UDCON5 103.753 4.322 9.095 520.751 0.2853 Bot L L-2 Not Needed UDCON5 140.239 -127.231 61.205 1028.763 0.6522 Bot R L-2 Not Needed UDCON5 140.239 128.742 61.205 1036.791 0.6556 Bot L L-3 0.256 UDCON5 142.303 -2.878 8.131 876.819 0.3826 Bot R L-3 0.255 UDCON5 142.303 2.697 8.131 872.029 0.3817

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 6 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-3 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 5.843 11.832 0.000 Top 5.843 11.832 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.507 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Bottom ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.1804 UDCON5 102.072 3.382 13.063 Bottom 0.2124 UDCON6 103.761 -4.415 51.823 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 5.38 10.61 5.88 10.61 5.000E-01 1.400E-01 Top Leg 2 5.88 10.61 5.88 13.48 2.87 1.400E-01 Bot Leg 1 5.38 10.61 5.88 10.61 5.000E-01 1.400E-01 Bot Leg 2 5.88 10.61 5.88 13.48 2.87 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 6.832 2.258 3.423 3.793 7.321 Top Leg 2 3.500 UDCON6 53.348 15.161 13.035 33.085 53.335 Bot Leg 1 3.500 UDCON5 1.852 2.729 3.283 2.512 6.040 Bot Leg 2 3.500 UDCON6 48.423 37.440 12.958 32.494 52.744 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 16.480 -2.196 3.423 611.856 0.0710 Top R L-1 Not Needed UDCON5 16.480 2.258 3.423 622.597 0.0718 Top L L-2 Not Needed UDCON6 90.512 -10.848 11.445 281.710 0.0000 Top R L-2 Not Needed UDCON6 90.512 15.161 11.445 304.153 0.0000 Bot L L-1 Not Needed UDCON5 23.438 -2.780 3.089 811.333 0.0965 Bot R L-1 Not Needed UDCON5 23.438 2.729 3.089 802.711 0.0959 Bot L L-2 Not Needed UDCON5 103.699 -16.138 5.427 342.054 0.0000 Bot R L-2 Not Needed UDCON5 103.699 18.037 5.427 351.932 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 7 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-4 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 5.843 6.088 0.000 Top 5.843 6.088 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.512 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Bottom ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.1783 UDCON5 101.060 3.473 -12.475 Bottom 0.2090 UDCON6 102.784 -4.355 -50.466 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 5.38 7.31 5.88 7.31 5.000E-01 1.400E-01 Top Leg 2 5.88 4.44 5.88 7.31 2.87 1.400E-01 Bot Leg 1 5.38 7.31 5.88 7.31 5.000E-01 1.400E-01 Bot Leg 2 5.88 4.44 5.88 7.31 2.87 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 6.821 2.257 3.412 3.780 7.308 Top Leg 2 3.500 UDCON6 52.657 11.135 13.186 33.002 53.253 Bot Leg 1 3.500 UDCON5 2.047 2.731 3.283 2.527 6.055 Bot Leg 2 3.500 UDCON6 47.721 36.546 13.110 32.409 52.660 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 16.565 -2.202 3.412 614.172 0.0713 Top R L-1 Not Needed UDCON5 16.565 2.257 3.412 623.559 0.0720 Top L L-2 Not Needed UDCON6 89.510 -14.887 13.186 300.229 0.0000 Top R L-2 Not Needed UDCON6 89.510 11.135 13.186 280.710 0.0000 Bot L L-1 Not Needed UDCON5 23.415 -2.779 3.088 810.882 0.0965 Bot R L-1 Not Needed UDCON5 23.415 2.731 3.088 802.738 0.0959 Bot L L-2 Not Needed UDCON5 102.491 -17.799 6.725 347.686 0.0000 Bot R L-2 Not Needed UDCON5 102.491 17.548 6.725 346.384 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 8 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-5 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 7.816 8.960 0.000 Top 7.816 8.960 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.400 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME5 CONC250 1.83 2500.00 42000.00 42000.00 1.00 Bottom ME5 CONC250 1.83 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.3399 UDCON5 375.693 311.616 80.622 Bottom 0.4382 UDCON5 408.739 465.610 -144.264 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 8.37 8.96 8.37 13.48 4.52 1.400E-01 Top Leg 2 8.37 4.44 8.37 8.96 4.52 1.400E-01 Top Leg 3 5.88 8.11 5.88 9.81 1.70 1.400E-01 Top Leg 4 5.88 8.96 8.37 8.96 2.49 1.400E-01 Bot Leg 1 8.37 8.96 8.37 13.48 4.52 1.400E-01 Bot Leg 2 8.37 4.44 8.37 8.96 4.52 1.400E-01 Bot Leg 3 5.88 8.11 5.88 9.81 1.70 1.400E-01 Bot Leg 4 5.88 8.96 8.37 8.96 2.49 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 24.905 20.249 33.102 45.012 76.905 Top Leg 2 3.500 UDCON6 25.952 43.727 33.355 45.138 77.031 Top Leg 3 3.500 UDCON6 11.831 1.263 5.086 17.225 29.220 Top Leg 4 7.866 UDCON7 6.474 18.047 63.414 23.927 63.414 Bot Leg 1 3.500 UDCON6 20.447 88.158 41.162 44.477 76.370 Bot Leg 2 3.500 UDCON8 -16.240 82.332 37.705 40.075 71.968 Bot Leg 3 3.500 UDCON6 3.551 10.944 5.103 11.184 23.180 Bot Leg 4 7.624 UDCON7 4.890 85.770 62.009 23.737 62.009 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 211.636 -50.945 12.591 441.311 0.0000 Top R L-1 Not Needed UDCON5 211.636 29.368 12.591 396.049 0.0000 Top L L-2 Not Needed UDCON5 219.816 -29.437 23.700 409.121 0.0000 Top R L-2 Not Needed UDCON5 219.816 52.770 23.700 458.067 0.0000 Top L L-3 Not Needed UDCON5 125.831 -0.451 1.830 535.389 0.3271 Top R L-3 Not Needed UDCON5 125.831 0.444 1.830 535.288 0.3270 Top L L-4 Not Needed UDCON5 91.842 -16.856 63.746 379.976 0.0000 Top R L-4 Not Needed UDCON5 91.842 18.318 63.746 390.082 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 9 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Bot L L-1 Not Needed UDCON5 261.260 -51.044 29.340 519.940 0.7485 Bot R L-1 Not Needed UDCON5 261.260 59.667 29.340 538.028 0.7609 Bot L L-2 Not Needed UDCON5 245.207 -59.380 17.607 512.058 0.7189 Bot R L-2 Not Needed UDCON5 245.207 53.400 17.607 499.514 0.0000 Bot L L-3 0.265 UDCON5 162.798 -3.762 1.832 739.816 0.4352 Bot R L-3 0.266 UDCON5 162.798 3.998 1.832 743.316 0.4361 Bot L L-4 Not Needed UDCON5 98.767 -85.700 57.404 875.711 0.4779 Bot R L-4 Not Needed UDCON5 98.767 85.809 57.404 876.465 0.4781

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 10 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-6 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 11.964 8.960 0.000 Top 11.964 8.960 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.400 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME5 CONC250 1.83 2500.00 42000.00 42000.00 1.00 Bottom ME5 CONC250 1.83 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.3393 UDCON5 375.144 312.964 -83.394 Bottom 0.4580 UDCON5 413.662 488.197 -140.452 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 11.41 8.96 11.41 13.48 4.52 1.400E-01 Top Leg 2 11.41 4.44 11.41 8.96 4.52 1.400E-01 Top Leg 3 13.90 8.11 13.90 9.81 1.70 1.400E-01 Top Leg 4 11.41 8.96 13.90 8.96 2.49 1.400E-01 Bot Leg 1 11.41 8.96 11.41 13.48 4.52 1.400E-01 Bot Leg 2 11.41 4.44 11.41 8.96 4.52 1.400E-01 Bot Leg 3 13.90 8.11 13.90 9.81 1.70 1.400E-01 Bot Leg 4 11.41 8.96 13.90 8.96 2.49 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 27.800 21.047 32.577 45.359 77.252 Top Leg 2 3.500 UDCON6 25.775 44.294 32.913 45.116 77.009 Top Leg 3 3.500 UDCON6 12.581 1.301 5.075 17.315 29.310 Top Leg 4 7.461 UDCON7 7.356 17.212 61.487 24.033 61.487 Bot Leg 1 3.500 UDCON6 18.873 90.561 41.094 44.288 76.181 Bot Leg 2 3.500 UDCON6 16.285 80.043 40.708 43.978 75.871 Bot Leg 3 3.500 UDCON6 4.315 10.931 5.113 11.323 23.318 Bot Leg 4 7.544 UDCON7 6.086 86.155 61.750 23.880 61.750 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 216.309 -52.436 14.260 451.823 0.0000 Top R L-1 Not Needed UDCON5 216.309 30.225 14.260 405.231 0.0000 Top L L-2 Not Needed UDCON5 213.787 -29.550 22.588 399.830 0.0000 Top R L-2 Not Needed UDCON5 213.787 53.730 22.588 450.553 0.0000 Top L L-3 Not Needed UDCON5 125.298 -0.450 1.812 533.138 0.3257 Top R L-3 Not Needed UDCON5 125.298 0.465 1.812 533.355 0.3257 Top L L-4 Not Needed UDCON5 89.398 -18.624 61.663 385.185 0.0000 Top R L-4 Not Needed UDCON5 89.398 16.962 61.663 373.697 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 11 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Bot L L-1 Not Needed UDCON5 256.859 -52.390 27.952 515.807 0.7391 Bot R L-1 Not Needed UDCON5 256.859 65.033 27.952 542.330 0.7572 Bot L L-2 Not Needed UDCON5 253.983 -62.728 23.130 532.949 0.7464 Bot R L-2 Not Needed UDCON5 253.983 54.820 23.130 516.360 0.7351 Bot L L-3 0.264 UDCON5 162.173 -3.779 1.825 737.441 0.4337 Bot R L-3 0.264 UDCON5 162.173 3.968 1.825 740.242 0.4344 Bot L L-4 Not Needed UDCON5 96.295 -86.371 62.113 873.257 0.4732 Bot R L-4 Not Needed UDCON5 96.295 86.151 62.113 871.738 0.4726

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 12 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-7 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 13.937 11.832 0.000 Top 13.937 11.832 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.519 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Bottom ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.1813 UDCON5 102.603 3.757 13.095 Bottom 0.2116 UDCON6 103.429 -4.240 51.565 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 13.90 10.61 14.40 10.61 5.000E-01 1.400E-01 Top Leg 2 13.90 10.61 13.90 13.48 2.87 1.400E-01 Bot Leg 1 13.90 10.61 14.40 10.61 5.000E-01 1.400E-01 Bot Leg 2 13.90 10.61 13.90 13.48 2.87 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 6.603 2.179 3.397 3.904 7.432 Top Leg 2 3.500 UDCON6 52.339 15.165 13.051 32.964 53.214 Bot Leg 1 3.500 UDCON5 2.065 2.773 3.261 2.477 6.005 Bot Leg 2 3.500 UDCON6 47.431 37.484 12.976 32.375 52.625 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 16.551 -2.245 3.311 621.324 0.0718 Top R L-1 Not Needed UDCON5 16.551 2.179 3.311 609.968 0.0710 Top L L-2 Not Needed UDCON6 90.211 -10.786 11.353 280.639 0.0000 Top R L-2 Not Needed UDCON6 90.211 15.165 11.353 303.424 0.0000 Bot L L-1 Not Needed UDCON5 23.122 -2.711 3.261 794.985 0.0948 Bot R L-1 Not Needed UDCON5 23.122 2.773 3.261 805.648 0.0956 Bot L L-2 Not Needed UDCON5 104.009 -16.502 5.205 344.720 0.0000 Bot R L-2 Not Needed UDCON5 104.009 18.268 5.205 353.907 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 13 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-8 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 13.937 6.088 0.000 Top 13.937 6.088 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.524 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Bottom ME3 CONC250 4.718E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.1800 UDCON5 101.995 3.700 -12.465 Bottom 0.2093 UDCON6 102.770 4.340 -50.659 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 13.90 7.31 14.40 7.31 5.000E-01 1.400E-01 Top Leg 2 13.90 4.44 13.90 7.31 2.87 1.400E-01 Bot Leg 1 13.90 7.31 14.40 7.31 5.000E-01 1.400E-01 Bot Leg 2 13.90 4.44 13.90 7.31 2.87 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 6.622 2.179 3.395 3.903 7.431 Top Leg 2 3.500 UDCON6 51.489 11.075 13.231 32.862 53.112 Bot Leg 1 3.500 UDCON5 2.152 2.768 3.257 2.485 6.013 Bot Leg 2 3.500 UDCON6 46.535 36.366 13.158 32.267 52.518 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 16.593 -2.239 3.311 620.853 0.0718 Top R L-1 Not Needed UDCON5 16.593 2.179 3.311 610.576 0.0711 Top L L-2 Not Needed UDCON6 89.502 -14.810 13.231 299.810 0.0000 Top R L-2 Not Needed UDCON6 89.502 11.075 13.231 280.376 0.0000 Bot L L-1 Not Needed UDCON5 23.164 -2.709 3.257 795.254 0.0949 Bot R L-1 Not Needed UDCON5 23.164 2.768 3.257 805.483 0.0957 Bot L L-2 Not Needed UDCON5 103.313 -17.528 6.866 348.326 0.0000 Bot R L-2 Not Needed UDCON5 103.313 17.117 6.866 346.185 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 16 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-11 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 0.000 15.550 0.000 Top 0.000 15.550 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.593 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME11 CONC250 6.636E-01 2500.00 42000.00 42000.00 1.00 Bottom ME11 CONC250 6.636E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.1774 UDCON5 140.410 -1.477 38.907 Bottom 0.2468 UDCON8 42.762 0.736 134.890 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 0.00 13.18 0.00 17.92 4.74 1.400E-01 Bot Leg 1 0.00 13.18 0.00 17.92 4.74 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 65.924 82.736 21.336 51.980 85.425 Bot Leg 1 3.500 UDCON6 70.981 135.329 21.376 36.144 69.589 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 140.410 -37.458 9.681 283.039 0.0000 Top R L-1 Not Needed UDCON5 140.410 38.907 9.681 285.804 0.0000 Bot L L-1 Not Needed UDCON5 145.466 -57.017 9.697 327.969 0.0000 Bot R L-1 Not Needed UDCON5 145.466 60.126 9.697 333.900 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 18 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-13 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 2.840 13.415 0.000 Top 2.840 13.415 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.973 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Bottom ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2154 UDCON5 21.617 -0.187 3.266 Bottom 0.2551 UDCON5 35.344 0.268 1.554 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 2.84 13.05 2.84 13.78 7.300E-01 1.400E-01 Bot Leg 1 2.84 13.05 2.84 13.78 7.300E-01 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.920 3.266 2.114 3.295 8.446 Bot Leg 1 3.500 UDCON6 10.580 2.430 2.377 5.218 10.369 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON7 17.164 -0.353 1.646 196.310 0.0000 Top R L-1 Not Needed UDCON5 21.617 3.266 1.577 474.178 0.0000 Bot L L-1 Not Needed UDCON5 35.344 -1.493 1.874 465.909 0.0000 Bot R L-1 0.129 UDCON6 31.172 2.430 2.377 500.452 0.2017

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 19 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-14 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 5.880 16.300 0.000 Top 5.880 16.300 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.417 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Bottom ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2332 UDCON6 125.965 0.538 22.870 Bottom 0.2570 UDCON6 129.421 -0.504 50.603 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 5.88 14.68 5.88 17.92 3.24 1.400E-01 Bot Leg 1 5.88 14.68 5.88 17.92 3.24 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON8 43.056 22.750 11.112 35.290 58.151 Bot Leg 1 3.500 UDCON8 45.648 50.389 11.138 23.097 45.958 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 125.965 -21.252 11.036 364.465 0.0000 Top R L-1 Not Needed UDCON6 125.965 22.870 11.036 371.068 0.0000 Bot L L-1 Not Needed UDCON6 129.421 -49.087 11.062 485.723 0.0000 Bot R L-1 Not Needed UDCON6 129.421 50.603 11.062 491.910 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 20 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-15 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 8.370 16.200 0.000 Top 8.370 16.200 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.401 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Bottom ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.4050 UDCON8 -21.256 0.107 44.540 Bottom 0.4757 UDCON8 -23.899 -0.318 54.402 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 8.37 14.48 8.37 17.92 3.44 1.400E-01 Bot Leg 1 8.37 14.48 8.37 17.92 3.44 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 6.714 48.652 7.566 15.133 39.405 Bot Leg 1 3.500 UDCON6 7.557 54.379 17.767 32.889 57.162 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 180.164 -20.540 6.290 448.483 0.0000 Top R L-1 0.502 UDCON6 180.164 48.652 6.290 550.294 0.8462 Bot L L-1 0.583 UDCON6 203.612 -54.342 17.767 619.592 0.9266 Bot R L-1 0.583 UDCON6 203.612 54.379 17.767 619.725 0.9266

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 21 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-16 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 11.410 16.200 0.000 Top 11.410 16.200 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.418 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Bottom ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.3998 UDCON8 -20.738 -0.116 44.391 Bottom 0.4710 UDCON8 -23.273 0.323 54.495 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 11.41 14.48 11.41 17.92 3.44 1.400E-01 Bot Leg 1 11.41 14.48 11.41 17.92 3.44 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 6.824 48.437 7.627 15.300 39.573 Bot Leg 1 3.500 UDCON6 7.712 54.469 17.625 32.908 57.180 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 178.908 -20.502 6.359 445.736 0.0000 Top R L-1 0.498 UDCON6 178.908 48.437 6.359 546.908 0.8419 Bot L L-1 0.578 UDCON6 202.139 -54.484 17.625 617.045 0.9215 Bot R L-1 0.578 UDCON6 202.139 54.469 17.625 616.991 0.9215

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 24 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-19 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 16.940 13.415 0.000 Top 16.940 13.415 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.975 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Bottom ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2150 UDCON5 21.561 0.188 3.257 Bottom 0.2536 UDCON5 35.186 -0.270 -1.486 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 16.94 13.05 16.94 13.78 7.300E-01 1.400E-01 Bot Leg 1 16.94 13.05 16.94 13.78 7.300E-01 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.849 3.257 2.098 3.277 8.428 Bot Leg 1 3.500 UDCON6 10.456 2.411 2.358 5.201 10.352 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON7 17.135 -0.364 1.652 196.900 0.0000 Top R L-1 Not Needed UDCON5 21.561 3.257 1.589 472.936 0.0000 Bot L L-1 Not Needed UDCON5 35.186 -1.486 1.840 463.838 0.0000 Bot R L-1 Not Needed UDCON5 35.186 1.519 1.840 466.414 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 27 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-22 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 16.940 4.505 0.000 Top 16.940 4.505 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.975 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Bottom ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2154 UDCON5 21.466 0.187 -3.245 Bottom 0.2525 UDCON5 35.025 -0.269 -1.484 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 16.94 4.14 16.94 4.87 7.300E-01 1.400E-01 Bot Leg 1 16.94 4.14 16.94 4.87 7.300E-01 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.807 -0.139 2.082 5.142 11.580 Bot Leg 1 3.500 UDCON6 10.341 2.407 2.334 5.139 10.290 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 21.466 -0.139 2.082 221.214 0.0000 Top R L-1 Not Needed UDCON7 17.061 0.362 2.022 196.055 0.0000 Bot L L-1 Not Needed UDCON5 35.025 -1.484 1.594 462.084 0.0000 Bot R L-1 Not Needed UDCON5 35.025 1.510 1.594 464.153 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 28 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-23 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 16.940 1.620 0.000 Top 16.940 1.620 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.414 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Bottom ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2400 UDCON6 129.686 0.320 -23.049 Bottom 0.2635 UDCON6 133.142 -0.394 51.779 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 16.94 0.00 16.94 3.24 3.24 1.400E-01 Bot Leg 1 16.94 0.00 16.94 3.24 3.24 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 69.450 21.988 11.940 38.457 61.318 Bot Leg 1 3.500 UDCON6 72.906 51.779 11.966 27.510 50.371 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 129.686 -23.049 11.940 380.002 0.0000 Top R L-1 Not Needed UDCON6 129.686 21.988 11.940 375.671 0.0000 Bot L L-1 Not Needed UDCON6 133.142 -51.382 11.966 503.295 0.6485 Bot R L-1 Not Needed UDCON6 133.142 51.779 11.966 504.916 0.6485

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 29 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-24 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 13.900 1.620 0.000 Top 13.900 1.620 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.432 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Bottom ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2294 UDCON6 123.926 -0.537 -22.328 Bottom 0.2534 UDCON6 127.382 0.499 50.143 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 13.90 0.00 13.90 3.24 3.24 1.400E-01 Bot Leg 1 13.90 0.00 13.90 3.24 3.24 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 70.485 21.805 11.278 38.581 61.443 Bot Leg 1 3.500 UDCON6 73.941 50.143 11.304 26.773 49.635 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 123.926 -22.328 11.278 364.360 0.0000 Top R L-1 Not Needed UDCON6 123.926 21.805 11.278 362.226 0.0000 Bot L L-1 Not Needed UDCON6 127.382 -49.581 11.304 483.243 0.0000 Bot R L-1 Not Needed UDCON6 127.382 50.143 11.304 485.539 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 30 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-25 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 11.410 1.720 0.000 Top 11.410 1.720 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.450 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Bottom ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.4249 UDCON8 -24.501 -0.123 -43.353 Bottom 0.5089 UDCON8 -27.356 0.325 55.387 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 11.41 0.00 11.41 3.44 3.44 1.400E-01 Bot Leg 1 11.41 0.00 11.41 3.44 3.44 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 1.253 21.943 7.723 32.133 56.405 Bot Leg 1 3.500 UDCON6 1.677 55.740 17.597 32.184 56.456 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 172.050 -46.977 7.723 527.383 0.8183 Top R L-1 Not Needed UDCON6 172.050 21.943 7.723 436.718 0.0000 Bot L L-1 0.552 UDCON6 194.774 -53.571 17.375 598.446 0.8963 Bot R L-1 0.552 UDCON6 194.774 55.740 17.375 606.302 0.8963

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 31 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-26 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 8.370 1.720 0.000 Top 8.370 1.720 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.433 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Bottom ME15 CONC250 4.816E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.4270 UDCON8 -24.642 0.104 -43.481 Bottom 0.5112 UDCON8 -27.563 -0.314 55.491 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 8.37 0.00 8.37 3.44 3.44 1.400E-01 Bot Leg 1 8.37 0.00 8.37 3.44 3.44 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 1.525 21.931 7.799 32.165 56.438 Bot Leg 1 3.500 UDCON6 1.963 55.870 17.639 32.218 56.491 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 0.478 UDCON6 173.049 -47.175 7.799 530.170 0.8218 Top R L-1 Not Needed UDCON6 173.049 21.931 7.799 438.747 0.0000 Bot L L-1 0.557 UDCON6 196.042 -53.568 17.329 601.067 0.9006 Bot R L-1 0.557 UDCON6 196.042 55.870 17.329 609.405 0.9006

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 32 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-27 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 5.880 1.620 0.000 Top 5.880 1.620 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.430 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Bottom ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2293 UDCON6 123.846 0.542 -22.332 Bottom 0.2534 UDCON6 127.303 -0.505 50.237 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 5.88 0.00 5.88 3.24 3.24 1.400E-01 Bot Leg 1 5.88 0.00 5.88 3.24 3.24 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 70.715 21.823 11.293 38.609 61.470 Bot Leg 1 3.500 UDCON6 74.171 50.237 11.319 26.780 49.641 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 123.846 -22.332 11.293 364.200 0.0000 Top R L-1 Not Needed UDCON6 123.846 21.823 11.293 362.123 0.0000 Bot L L-1 Not Needed UDCON6 127.303 -49.475 11.319 482.635 0.0000 Bot R L-1 Not Needed UDCON6 127.303 50.237 11.319 485.747 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 33 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-28 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 2.840 4.505 0.000 Top 2.840 4.505 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.974 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Bottom ME13 CONC250 1.022E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2160 UDCON5 21.532 -0.186 -3.258 Bottom 0.2523 UDCON5 35.080 0.268 -1.457 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 2.84 4.14 2.84 4.87 7.300E-01 1.400E-01 Bot Leg 1 2.84 4.14 2.84 4.87 7.300E-01 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.868 -0.152 2.083 5.142 11.580 Bot Leg 1 3.500 UDCON6 10.454 2.401 2.325 5.142 10.293 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 21.532 -0.152 2.083 222.895 0.0000 Top R L-1 Not Needed UDCON7 17.097 0.355 2.018 195.832 0.0000 Bot L L-1 Not Needed UDCON5 35.080 -1.457 1.572 460.439 0.0000 Bot R L-1 Not Needed UDCON5 35.080 1.490 1.572 463.069 0.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 34 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-29 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 90.000 Bottom 2.840 1.620 0.000 Top 2.840 1.620 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.413 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Bottom ME12 CONC250 4.536E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2402 UDCON6 129.762 -0.317 -23.061 Bottom 0.2638 UDCON6 133.218 0.389 51.945 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 2.84 0.00 2.84 3.24 3.24 1.400E-01 Bot Leg 1 2.84 0.00 2.84 3.24 3.24 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON6 69.508 22.029 11.959 38.464 61.325 Bot Leg 1 3.500 UDCON6 72.964 51.945 11.986 27.462 50.323 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON6 129.762 -23.061 11.959 380.218 0.0000 Top R L-1 Not Needed UDCON6 129.762 22.029 11.959 376.004 0.0000 Bot L L-1 Not Needed UDCON6 133.218 -51.196 11.986 502.701 0.6488 Bot R L-1 Not Needed UDCON6 133.218 51.945 11.986 505.761 0.6488

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 36 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-31 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 0.000 Bottom 4.110 10.610 0.000 Top 4.110 10.610 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.956 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Bottom ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2868 UDCON7 0.659 0.070 6.962 Bottom 0.7320 UDCON7 1.571 0.019 17.940 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 3.54 10.61 4.68 10.61 1.14 1.400E-01 Bot Leg 1 3.54 10.61 4.68 10.61 1.14 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.790 6.965 9.788 8.029 18.084 Bot Leg 1 3.500 UDCON5 9.006 17.954 9.798 6.333 14.377 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 40.510 -6.942 9.788 482.752 0.0000 Top R L-1 Not Needed UDCON5 40.510 6.965 9.788 483.521 0.0000 Bot L L-1 Not Needed UDCON5 41.726 -17.893 9.798 851.516 0.2357 Bot R L-1 Not Needed UDCON5 41.726 17.954 9.798 853.509 0.2357

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 37 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-32 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 0.000 Bottom 4.110 7.310 0.000 Top 4.110 7.310 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.955 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Bottom ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2855 UDCON7 0.716 -0.069 6.956 Bottom 0.7305 UDCON7 1.628 -0.016 17.930 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 3.54 7.31 4.68 7.31 1.14 1.400E-01 Bot Leg 1 3.54 7.31 4.68 7.31 1.14 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.932 6.959 9.785 8.029 18.084 Bot Leg 1 3.500 UDCON5 9.148 17.944 9.794 6.347 14.391 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 40.937 -6.945 9.785 485.513 0.0000 Top R L-1 Not Needed UDCON5 40.937 6.959 9.785 485.984 0.0000 Bot L L-1 Not Needed UDCON5 42.153 -17.886 9.794 853.961 0.2369 Bot R L-1 Not Needed UDCON5 42.153 17.944 9.794 855.852 0.2369

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 38 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-33 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 0.000 Bottom 15.670 10.610 0.000 Top 15.670 10.610 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.959 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Bottom ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2902 UDCON7 0.456 0.070 -6.955 Bottom 0.7370 UDCON7 1.369 0.018 17.949 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 15.10 10.61 16.24 10.61 1.14 1.400E-01 Bot Leg 1 15.10 10.61 16.24 10.61 1.14 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.513 6.948 9.798 8.029 18.084 Bot Leg 1 3.500 UDCON5 8.729 17.966 9.808 6.312 14.355 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 40.488 -6.957 9.798 483.095 0.0000 Top R L-1 Not Needed UDCON5 40.488 6.948 9.798 482.823 0.0000 Bot L L-1 Not Needed UDCON5 41.704 -17.888 9.808 851.201 0.2356 Bot R L-1 Not Needed UDCON5 41.704 17.966 9.808 853.758 0.2356

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:13 PAGE 39 DETAILED OUTPUT DATA - GENERAL REINFORCING PIER SECTION - CHECK (ACI 318-05/IBC 2003) Pier Label : M-34 Story Label: P-1 Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 2.540 0.000 Bottom 15.670 7.310 0.000 Top 15.670 7.310 2.540 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 0.958 Seismic Pier Material and Geometry Data Station Pier Pier Pier Pier Pier Pier Pier LtWt Location Section Material Ag f'c fy fys Factor Top ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Bottom ME31 CONC250 1.596E-01 2500.00 42000.00 42000.00 1.00 Flexural Check Data Station D/C Flexural Location Ratio Combo Pu M2u M3u Top 0.2879 UDCON7 0.582 -0.071 6.953 Bottom 0.7333 UDCON7 1.495 -0.018 17.926 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 15.10 7.31 16.24 7.31 1.14 1.400E-01 Bot Leg 1 15.10 7.31 16.24 7.31 1.14 1.400E-01 Shear Design Data Station Rebar Shear Capacity Capacity Location cm^2/m Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 3.500 UDCON5 7.712 6.954 9.782 8.029 18.084 Bot Leg 1 3.500 UDCON5 8.928 17.941 9.792 6.327 14.371 Boundary Element Check Data Station B-Zone B-Zone Design Design Design Comp N. Axis Location Length Combo Pu Mu Vu Stress Depth Top L L-1 Not Needed UDCON5 40.789 -6.942 9.782 484.480 0.0000 Top R L-1 Not Needed UDCON5 40.789 6.954 9.782 484.905 0.0000 Bot L L-1 Not Needed UDCON5 42.005 -17.878 9.792 852.760 0.2364 Bot R L-1 Not Needed UDCON5 42.005 17.941 9.792 854.820 0.2364

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 1 C E N T E R S O F C U M U L A T I V E M A S S & C E N T E R S O F R I G I D I T Y STORY DIAPHRAGM /----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/ LEVEL NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y TSM D10 8.670E-01 9.89 11.97 9.89 13.76 PSM D9 3.962E-01 9.89 16.15 9.89 13.06 TECHO D8 5.107E+00 9.89 8.91 9.89 8.96 P-7 D7 5.076E+00 9.91 9.10 9.89 8.96 P-6 D6 5.085E+00 9.91 9.09 9.89 8.96 P-5 D5 5.085E+00 9.91 9.09 9.89 8.96 P-4 D4 5.085E+00 9.91 9.09 9.89 8.96 P-3 D3 5.085E+00 9.91 9.09 9.89 8.96 P-2 D2 5.085E+00 9.91 9.09 9.88 8.96 P-1 D1 5.085E+00 9.91 9.09 9.88 8.95

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 2 S T O R Y F O R C E E N V E L O P E S STORY LOCATION ITEM P VX VY T MX MY TSM Top Min Value 0.00 0.00 0.02 103.58 0.00 0.00 Min Case SYESP SYESP SXESP SXESP SYESP SYESP Max Value 0.00 8.03 10.42 103.67 0.00 0.00 Max Case SXESP SXESP SYESP SYESP SXESP SXESP TSM Bottom Min Value 0.00 0.00 0.02 103.58 0.06 0.01 Min Case SYESP SYESP SXESP SXESP SYESP SYESP Max Value 0.00 8.03 10.42 103.67 27.09 20.89 Max Case SXESP SXESP SYESP SYESP SXESP SXESP PSM Top Min Value 0.00 0.01 0.02 104.49 0.06 0.01 Min Case SYESP SYESP SXESP SYESP SXESP SYESP Max Value 0.00 10.18 10.47 141.61 27.09 20.89 Max Case SXESP SXESP SYESP SXESP SYESP SXESP PSM Bottom Min Value 0.00 0.01 0.03 107.95 0.10 0.01 Min Case SYESP SYESP SXESP SYESP SXESP SYESP Max Value 0.00 10.91 10.82 154.05 41.62 32.96 Max Case SXESP SXESP SYESP SXESP SYESP SXESP TECHO Top Min Value 0.00 0.06 0.06 714.70 0.10 0.01 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 75.16 75.49 768.15 41.62 32.96 Max Case SYESP SXESP SYESP SYESP SYESP SXESP TECHO Bottom Min Value 0.00 0.08 0.08 926.62 0.26 0.17 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 99.12 99.84 1008.83 227.90 225.86 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-7 Top Min Value 0.00 0.13 0.13 1620.77 0.26 0.17 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 175.46 177.87 1798.73 227.90 225.86 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-7 Bottom Min Value 0.00 0.15 0.14 1799.12 0.59 0.51 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 195.50 198.19 1998.91 699.00 691.30 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-6 Top Min Value 0.00 0.19 0.18 2363.24 0.59 0.51 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 257.50 260.31 2628.82 699.00 691.30 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-6 Bottom Min Value 0.00 0.21 0.19 2509.10 1.06 1.01 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 273.89 276.65 2789.79 1372.11 1356.66 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-5 Top Min Value 0.00 0.25 0.22 2970.93 1.06 1.01 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 324.40 326.98 3301.19 1372.11 1356.66 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-5 Bottom Min Value 0.00 0.26 0.23 3089.37 1.63 1.64 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 337.63 340.17 3431.22 2202.89 2181.58 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-4 Top Min Value 0.00 0.28 0.26 3458.99 1.63 1.64 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 377.67 380.06 3837.57 2202.89 2181.58 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-4 Bottom Min Value 0.00 0.29 0.26 3551.05 2.26 2.35 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 387.88 390.26 3938.01 3156.80 3131.37 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-3 Top Min Value 0.00 0.30 0.28 3828.63 2.26 2.35 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 417.60 420.17 4244.29 3156.80 3131.37 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-3 Bottom Min Value 0.00 0.30 0.28 3894.13 2.95 3.10 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 424.82 427.55 4316.97 4201.99 4173.21 Max Case SYESP SXESP SYESP SYESP SYESP SXESP

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 3 S T O R Y F O R C E E N V E L O P E S STORY LOCATION ITEM P VX VY T MX MY P-2 Top Min Value 0.00 0.30 0.30 4077.39 2.95 3.10 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 444.23 447.69 4524.46 4201.99 4173.21 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-2 Bottom Min Value 0.00 0.31 0.30 4115.92 3.68 3.86 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 448.47 452.06 4567.51 5308.76 5275.71 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-1 Top Min Value 0.00 0.31 0.31 4205.10 3.68 3.86 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 457.77 461.08 4660.82 5308.76 5275.71 Max Case SYESP SXESP SYESP SYESP SYESP SXESP P-1 Bottom Min Value 0.00 0.31 0.31 4217.17 4.43 4.62 Min Case SXESP SYESP SXESP SXESP SXESP SYESP Max Value 0.00 459.09 462.21 4672.06 6448.65 6410.18 Max Case SYESP SXESP SYESP SYESP SYESP SXESP

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 4 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR BASE 1 Point 6.43 1.0000 BASE 3 Point 6.79 1.0000 BASE 5 Point 6.79 1.0000 BASE 7 Point 6.58 1.0000 BASE 9 Point 11.97 1.0000 BASE 11 Point 11.68 1.0000 BASE 13 Point 12.64 1.0000 BASE 15 Point 12.80 1.0000 BASE 17 Point 6.85 1.0000 BASE 19 Point 6.86 1.0000 BASE 21 Point 6.60 1.0000 BASE 24 Point 6.74 1.0000 BASE 25 Point 4.46 1.0000 BASE 28 Point 4.82 1.0000 BASE 29 Point 4.39 1.0000 BASE 32 Point 4.81 1.0000 BASE 33 Point 11.10 1.0000 BASE 35 Point 11.12 1.0000 BASE 37 Point 15.26 0.9886 BASE 39 Point 14.86 0.9921 BASE 41 Point 14.63 0.9940 BASE 43 Point 14.96 0.9912 BASE 45 Point 11.40 1.0000 BASE 47 Point 11.33 1.0000 BASE 53 Point 11.33 1.0000 BASE 56 Point 11.27 1.0000 BASE 58 Point 11.22 1.0000 BASE 60 Point 11.23 1.0000 BASE 65 Point 6.82 1.0000 BASE 67 Point 6.66 1.0000 BASE 69 Point 6.69 1.0000 BASE 72 Point 6.92 1.0000 BASE 73 Point 8.40 1.0000 BASE 76 Point 8.31 1.0000 BASE 78 Point 8.51 1.0000 BASE 80 Point 8.38 1.0000 BASE 81 Point 8.58 1.0000 BASE 82 Point 8.49 1.0000 BASE 85 Point 8.50 1.0000 BASE 88 Point 8.59 1.0000 BASE 89 Point 11.21 1.0000 BASE 91 Point 11.15 1.0000 BASE 93 Point 10.82 1.0000 BASE 95 Point 10.83 1.0000 BASE 101 Point 10.99 1.0000 BASE 104 Point 11.05 1.0000 BASE 107 Point 11.06 1.0000 BASE 108 Point 11.04 1.0000 BASE 113 Point 10.78 1.0000 BASE 116 Point 10.59 1.0000 BASE 118 Point 10.84 1.0000 BASE 119 Point 11.09 1.0000 BASE 121 Point 15.67 0.9851 BASE 122 Point 15.38 0.9876 BASE 123 Point 15.43 0.9871 BASE 125 Point 15.77 0.9842 BASE 126 Point 10.66 1.0000 BASE 128 Point 10.41 1.0000 BASE 130 Point 11.05 1.0000 BASE 132 Point 11.32 1.0000 BASE 134 Point 11.09 1.0000 BASE 136 Point 10.81 1.0000 BASE 138 Point 11.16 1.0000 BASE 139 Point 11.43 1.0000 BASE 146 Point 11.83 1.0000 BASE 148 Point 11.14 1.0000 BASE 150 Point 11.55 1.0000 BASE 152 Point 12.13 1.0000 BASE 162 Point 5.20 1.0000 BASE 164 Point 5.17 1.0000 BASE 167 Point 5.14 1.0000 BASE 169 Point 5.16 1.0000 BASE 171 Point 4.90 1.0000 BASE 173 Point 4.93 1.0000 BASE 174 Point 4.92 1.0000 BASE 176 Point 4.87 1.0000 BASE 183 Point 4.78 1.0000 BASE 185 Point 4.82 1.0000 BASE 186 Point 5.00 1.0000 BASE 188 Point 4.96 1.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 5 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR BASE 195 Point 8.23 1.0000 BASE 196 Point 8.28 1.0000 BASE 198 Point 8.37 1.0000 BASE 201 Point 8.35 1.0000 BASE 202 Point 23.64 0.9164 BASE 203 Point 26.75 0.8897 BASE 204 Point 23.50 0.9176 BASE 205 Point 24.87 0.9058 BASE 206 Point 18.72 0.9588 BASE 207 Point 18.11 0.9641 BASE 208 Point 19.88 0.9488 BASE 209 Point 18.28 0.9626 BASE 216 Point 0.42 1.0000 BASE 222 Point 2.19 1.0000 TSM C5 Column 3.02 1.0000 TSM C6 Column 3.01 1.0000 TSM C7 Column 4.99 1.0000 TSM C8 Column 4.99 1.0000 TSM C9 Column 4.05 1.0000 TSM C10 Column 4.04 1.0000 TSM C11 Column 3.62 1.0000 TSM C13 Column 3.62 1.0000 TSM C14 Column 2.91 1.0000 TSM C15 Column 2.90 1.0000 PSM C5 Column 3.02 1.0000 PSM C6 Column 3.01 1.0000 PSM C7 Column 4.99 1.0000 PSM C8 Column 4.99 1.0000 TSM B195 Beam 0.00 1.0000 TSM B198 Beam 2.87 1.0000 TSM B199 Beam 2.11 1.0000 TSM B200 Beam 2.11 1.0000 TSM B203 Beam 0.00 1.0000 TSM B204 Beam 3.40 1.0000 TSM B205 Beam 2.87 1.0000 TSM B206 Beam 2.10 1.0000 TSM B207 Beam 0.00 1.0000 TSM B208 Beam 1.88 1.0000 TSM B209 Beam 0.00 1.0000 TSM B210 Beam 0.00 1.0000 TSM B211 Beam 3.27 1.0000 PSM B139 Beam 0.01 1.0000 PSM B192 Beam 0.09 1.0000 TECHO B112 Beam 0.14 1.0000 TECHO B113 Beam 0.00 1.0000 TECHO B114 Beam 0.14 1.0000 TECHO B115 Beam 0.00 1.0000 TECHO B116 Beam 0.00 1.0000 TECHO B117 Beam 0.00 1.0000 TECHO B118 Beam 0.14 1.0000 TECHO B119 Beam 0.14 1.0000 TECHO B120 Beam 0.05 1.0000 TECHO B123 Beam 0.05 1.0000 TECHO B124 Beam 0.05 1.0000 TECHO B126 Beam 0.05 1.0000 TECHO B128 Beam 0.05 1.0000 TECHO B131 Beam 0.05 1.0000 TECHO B132 Beam 0.05 1.0000 TECHO B134 Beam 0.05 1.0000 TECHO B136 Beam 0.02 1.0000 TECHO B137 Beam 0.00 1.0000 TECHO B138 Beam 0.02 1.0000 TECHO B139 Beam 0.00 1.0000 TECHO B140 Beam 0.02 1.0000 TECHO B141 Beam 0.00 1.0000 TECHO B142 Beam 0.02 1.0000 TECHO B143 Beam 0.02 1.0000 TECHO B144 Beam 0.00 1.0000 TECHO B145 Beam 0.00 1.0000 TECHO B146 Beam 0.00 1.0000 TECHO B147 Beam 0.00 1.0000 TECHO B148 Beam 0.00 1.0000 TECHO B149 Beam 0.02 1.0000 TECHO B181 Beam 0.00 1.0000 TECHO B182 Beam 0.00 1.0000 TECHO B183 Beam 0.00 1.0000 TECHO B184 Beam 0.00 1.0000 P-7 B112 Beam 0.16 1.0000 P-7 B113 Beam 0.00 1.0000 P-7 B114 Beam 0.16 1.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 6 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR P-7 B115 Beam 0.00 1.0000 P-7 B116 Beam 0.00 1.0000 P-7 B117 Beam 0.00 1.0000 P-7 B118 Beam 0.16 1.0000 P-7 B119 Beam 0.15 1.0000 P-7 B120 Beam 0.05 1.0000 P-7 B123 Beam 0.05 1.0000 P-7 B124 Beam 0.05 1.0000 P-7 B126 Beam 0.05 1.0000 P-7 B128 Beam 0.05 1.0000 P-7 B131 Beam 0.05 1.0000 P-7 B132 Beam 0.05 1.0000 P-7 B134 Beam 0.05 1.0000 P-7 B136 Beam 0.01 1.0000 P-7 B137 Beam 0.00 1.0000 P-7 B138 Beam 0.00 1.0000 P-7 B139 Beam 0.00 1.0000 P-7 B140 Beam 0.00 1.0000 P-7 B141 Beam 0.00 1.0000 P-7 B142 Beam 0.01 1.0000 P-7 B143 Beam 0.01 1.0000 P-7 B144 Beam 0.00 1.0000 P-7 B145 Beam 0.00 1.0000 P-7 B146 Beam 0.00 1.0000 P-7 B147 Beam 0.00 1.0000 P-7 B148 Beam 0.00 1.0000 P-7 B149 Beam 0.01 1.0000 P-7 B185 Beam 0.41 1.0000 P-7 B186 Beam 0.40 1.0000 P-7 B187 Beam 0.40 1.0000 P-7 B188 Beam 0.40 1.0000 P-6 B112 Beam 0.16 1.0000 P-6 B113 Beam 0.00 1.0000 P-6 B114 Beam 0.16 1.0000 P-6 B115 Beam 0.00 1.0000 P-6 B116 Beam 0.00 1.0000 P-6 B117 Beam 0.00 1.0000 P-6 B118 Beam 0.15 1.0000 P-6 B119 Beam 0.15 1.0000 P-6 B120 Beam 0.05 1.0000 P-6 B123 Beam 0.05 1.0000 P-6 B124 Beam 0.04 1.0000 P-6 B126 Beam 0.05 1.0000 P-6 B128 Beam 0.05 1.0000 P-6 B131 Beam 0.05 1.0000 P-6 B132 Beam 0.05 1.0000 P-6 B134 Beam 0.05 1.0000 P-6 B136 Beam 0.01 1.0000 P-6 B137 Beam 0.00 1.0000 P-6 B138 Beam 0.00 1.0000 P-6 B139 Beam 0.00 1.0000 P-6 B140 Beam 0.00 1.0000 P-6 B141 Beam 0.00 1.0000 P-6 B142 Beam 0.01 1.0000 P-6 B143 Beam 0.01 1.0000 P-6 B144 Beam 0.00 1.0000 P-6 B145 Beam 0.00 1.0000 P-6 B146 Beam 0.00 1.0000 P-6 B147 Beam 0.00 1.0000 P-6 B148 Beam 0.00 1.0000 P-6 B149 Beam 0.01 1.0000 P-6 B185 Beam 0.41 1.0000 P-6 B186 Beam 0.40 1.0000 P-6 B187 Beam 0.40 1.0000 P-6 B188 Beam 0.40 1.0000 P-5 B112 Beam 0.16 1.0000 P-5 B113 Beam 0.00 1.0000 P-5 B114 Beam 0.15 1.0000 P-5 B115 Beam 0.00 1.0000 P-5 B116 Beam 0.00 1.0000 P-5 B117 Beam 0.00 1.0000 P-5 B118 Beam 0.15 1.0000 P-5 B119 Beam 0.15 1.0000 P-5 B120 Beam 0.05 1.0000 P-5 B123 Beam 0.05 1.0000 P-5 B124 Beam 0.04 1.0000 P-5 B126 Beam 0.05 1.0000 P-5 B128 Beam 0.05 1.0000 P-5 B131 Beam 0.05 1.0000 P-5 B132 Beam 0.05 1.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 7 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR P-5 B134 Beam 0.05 1.0000 P-5 B136 Beam 0.01 1.0000 P-5 B137 Beam 0.00 1.0000 P-5 B138 Beam 0.00 1.0000 P-5 B139 Beam 0.00 1.0000 P-5 B140 Beam 0.00 1.0000 P-5 B141 Beam 0.00 1.0000 P-5 B142 Beam 0.01 1.0000 P-5 B143 Beam 0.01 1.0000 P-5 B144 Beam 0.00 1.0000 P-5 B145 Beam 0.00 1.0000 P-5 B146 Beam 0.00 1.0000 P-5 B147 Beam 0.00 1.0000 P-5 B148 Beam 0.00 1.0000 P-5 B149 Beam 0.01 1.0000 P-5 B185 Beam 0.41 1.0000 P-5 B186 Beam 0.41 1.0000 P-5 B187 Beam 0.40 1.0000 P-5 B188 Beam 0.40 1.0000 P-4 B112 Beam 0.15 1.0000 P-4 B113 Beam 0.00 1.0000 P-4 B114 Beam 0.15 1.0000 P-4 B115 Beam 0.00 1.0000 P-4 B116 Beam 0.00 1.0000 P-4 B117 Beam 0.00 1.0000 P-4 B118 Beam 0.15 1.0000 P-4 B119 Beam 0.14 1.0000 P-4 B120 Beam 0.04 1.0000 P-4 B123 Beam 0.05 1.0000 P-4 B124 Beam 0.04 1.0000 P-4 B126 Beam 0.04 1.0000 P-4 B128 Beam 0.04 1.0000 P-4 B131 Beam 0.04 1.0000 P-4 B132 Beam 0.05 1.0000 P-4 B134 Beam 0.05 1.0000 P-4 B136 Beam 0.01 1.0000 P-4 B137 Beam 0.00 1.0000 P-4 B138 Beam 0.00 1.0000 P-4 B139 Beam 0.00 1.0000 P-4 B140 Beam 0.00 1.0000 P-4 B141 Beam 0.00 1.0000 P-4 B142 Beam 0.01 1.0000 P-4 B143 Beam 0.01 1.0000 P-4 B144 Beam 0.00 1.0000 P-4 B145 Beam 0.00 1.0000 P-4 B146 Beam 0.00 1.0000 P-4 B147 Beam 0.00 1.0000 P-4 B148 Beam 0.00 1.0000 P-4 B149 Beam 0.01 1.0000 P-4 B185 Beam 0.41 1.0000 P-4 B186 Beam 0.41 1.0000 P-4 B187 Beam 0.41 1.0000 P-4 B188 Beam 0.41 1.0000 P-3 B112 Beam 0.15 1.0000 P-3 B113 Beam 0.00 1.0000 P-3 B114 Beam 0.15 1.0000 P-3 B115 Beam 0.00 1.0000 P-3 B116 Beam 0.00 1.0000 P-3 B117 Beam 0.00 1.0000 P-3 B118 Beam 0.14 1.0000 P-3 B119 Beam 0.14 1.0000 P-3 B120 Beam 0.04 1.0000 P-3 B123 Beam 0.04 1.0000 P-3 B124 Beam 0.04 1.0000 P-3 B126 Beam 0.04 1.0000 P-3 B128 Beam 0.04 1.0000 P-3 B131 Beam 0.04 1.0000 P-3 B132 Beam 0.04 1.0000 P-3 B134 Beam 0.04 1.0000 P-3 B136 Beam 0.01 1.0000 P-3 B137 Beam 0.00 1.0000 P-3 B138 Beam 0.00 1.0000 P-3 B139 Beam 0.00 1.0000 P-3 B140 Beam 0.00 1.0000 P-3 B141 Beam 0.00 1.0000 P-3 B142 Beam 0.01 1.0000 P-3 B143 Beam 0.01 1.0000 P-3 B144 Beam 0.00 1.0000 P-3 B145 Beam 0.00 1.0000 P-3 B146 Beam 0.00 1.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 8 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR P-3 B147 Beam 0.00 1.0000 P-3 B148 Beam 0.00 1.0000 P-3 B149 Beam 0.01 1.0000 P-3 B185 Beam 0.41 1.0000 P-3 B186 Beam 0.41 1.0000 P-3 B187 Beam 0.41 1.0000 P-3 B188 Beam 0.41 1.0000 P-2 B112 Beam 0.14 1.0000 P-2 B113 Beam 0.00 1.0000 P-2 B114 Beam 0.14 1.0000 P-2 B115 Beam 0.00 1.0000 P-2 B116 Beam 0.00 1.0000 P-2 B117 Beam 0.00 1.0000 P-2 B118 Beam 0.13 1.0000 P-2 B119 Beam 0.13 1.0000 P-2 B120 Beam 0.04 1.0000 P-2 B123 Beam 0.04 1.0000 P-2 B124 Beam 0.03 1.0000 P-2 B126 Beam 0.04 1.0000 P-2 B128 Beam 0.03 1.0000 P-2 B131 Beam 0.04 1.0000 P-2 B132 Beam 0.04 1.0000 P-2 B134 Beam 0.04 1.0000 P-2 B136 Beam 0.01 1.0000 P-2 B137 Beam 0.00 1.0000 P-2 B138 Beam 0.00 1.0000 P-2 B139 Beam 0.00 1.0000 P-2 B140 Beam 0.00 1.0000 P-2 B141 Beam 0.00 1.0000 P-2 B142 Beam 0.01 1.0000 P-2 B143 Beam 0.01 1.0000 P-2 B144 Beam 0.00 1.0000 P-2 B145 Beam 0.00 1.0000 P-2 B146 Beam 0.00 1.0000 P-2 B147 Beam 0.00 1.0000 P-2 B148 Beam 0.00 1.0000 P-2 B149 Beam 0.01 1.0000 P-2 B185 Beam 0.42 1.0000 P-2 B186 Beam 0.42 1.0000 P-2 B187 Beam 0.42 1.0000 P-2 B188 Beam 0.42 1.0000 P-1 B112 Beam 0.13 1.0000 P-1 B113 Beam 0.00 1.0000 P-1 B114 Beam 0.13 1.0000 P-1 B115 Beam 0.00 1.0000 P-1 B116 Beam 0.00 1.0000 P-1 B117 Beam 0.00 1.0000 P-1 B118 Beam 0.13 1.0000 P-1 B119 Beam 0.13 1.0000 P-1 B120 Beam 0.04 1.0000 P-1 B123 Beam 0.04 1.0000 P-1 B124 Beam 0.03 1.0000 P-1 B126 Beam 0.03 1.0000 P-1 B128 Beam 0.03 1.0000 P-1 B131 Beam 0.03 1.0000 P-1 B132 Beam 0.04 1.0000 P-1 B134 Beam 0.04 1.0000 P-1 B136 Beam 0.01 1.0000 P-1 B137 Beam 0.00 1.0000 P-1 B138 Beam 0.00 1.0000 P-1 B139 Beam 0.00 1.0000 P-1 B140 Beam 0.00 1.0000 P-1 B141 Beam 0.00 1.0000 P-1 B142 Beam 0.01 1.0000 P-1 B143 Beam 0.01 1.0000 P-1 B144 Beam 0.00 1.0000 P-1 B145 Beam 0.00 1.0000 P-1 B146 Beam 0.00 1.0000 P-1 B147 Beam 0.00 1.0000 P-1 B148 Beam 0.00 1.0000 P-1 B149 Beam 0.01 1.0000 P-1 B185 Beam 0.42 1.0000 P-1 B186 Beam 0.42 1.0000 P-1 B187 Beam 0.42 1.0000 P-1 B188 Beam 0.42 1.0000 PSM PW29 Pier 19.01 0.9563 PSM PW30 Pier 19.03 0.9561 TECHO M-1 Pier 10.73 1.0000 TECHO M-2 Pier 10.90 1.0000 TECHO M-3 Pier 9.46 1.0000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 9 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR TECHO M-4 Pier 8.94 1.0000 TECHO M-5 Pier 37.57 0.7964 TECHO M-6 Pier 37.94 0.7933 TECHO M-7 Pier 9.49 1.0000 TECHO M-8 Pier 9.02 1.0000 TECHO M-9 Pier 10.93 1.0000 TECHO M-10 Pier 10.77 1.0000 TECHO M-11 Pier 7.45 1.0000 TECHO M-12 Pier 10.43 1.0000 TECHO M-13 Pier 2.48 1.0000 TECHO M-14 Pier 10.75 1.0000 TECHO M-15 Pier 14.09 0.9987 TECHO M-16 Pier 13.79 1.0000 TECHO M-17 Pier 10.69 1.0000 TECHO M-18 Pier 10.40 1.0000 TECHO M-19 Pier 2.50 1.0000 TECHO M-20 Pier 7.50 1.0000 TECHO M-21 Pier 7.42 1.0000 TECHO M-22 Pier 2.50 1.0000 TECHO M-23 Pier 10.40 1.0000 TECHO M-24 Pier 9.78 1.0000 TECHO M-25 Pier 9.69 1.0000 TECHO M-26 Pier 9.80 1.0000 TECHO M-27 Pier 9.85 1.0000 TECHO M-28 Pier 2.48 1.0000 TECHO M-29 Pier 10.41 1.0000 TECHO M-30 Pier 7.37 1.0000 TECHO M-31 Pier 2.14 1.0000 TECHO M-32 Pier 2.23 1.0000 TECHO M-33 Pier 2.13 1.0000 TECHO M-34 Pier 2.20 1.0000 P-7 M-1 Pier 22.95 0.9224 P-7 M-2 Pier 23.37 0.9188 P-7 M-3 Pier 17.85 0.9663 P-7 M-4 Pier 17.46 0.9697 P-7 M-5 Pier 73.96 0.4831 P-7 M-6 Pier 72.51 0.4956 P-7 M-7 Pier 17.73 0.9673 P-7 M-8 Pier 17.23 0.9716 P-7 M-9 Pier 23.50 0.9176 P-7 M-10 Pier 23.13 0.9209 P-7 M-11 Pier 15.41 0.9873 P-7 M-12 Pier 20.18 0.9462 P-7 M-13 Pier 3.65 1.0000 P-7 M-14 Pier 20.64 0.9422 P-7 M-15 Pier 23.61 0.9167 P-7 M-16 Pier 23.07 0.9213 P-7 M-17 Pier 20.53 0.9433 P-7 M-18 Pier 20.13 0.9467 P-7 M-19 Pier 3.68 1.0000 P-7 M-20 Pier 15.55 0.9861 P-7 M-21 Pier 15.40 0.9874 P-7 M-22 Pier 3.63 1.0000 P-7 M-23 Pier 19.95 0.9482 P-7 M-24 Pier 19.57 0.9515 P-7 M-25 Pier 18.98 0.9565 P-7 M-26 Pier 19.28 0.9540 P-7 M-27 Pier 19.67 0.9507 P-7 M-28 Pier 3.59 1.0000 P-7 M-29 Pier 19.97 0.9480 P-7 M-30 Pier 15.25 0.9887 P-7 M-31 Pier 4.82 1.0000 P-7 M-32 Pier 4.89 1.0000 P-7 M-33 Pier 4.81 1.0000 P-7 M-34 Pier 4.89 1.0000 P-6 M-1 Pier 34.74 0.8209 P-6 M-2 Pier 35.33 0.8158 P-6 M-3 Pier 26.48 0.8920 P-6 M-4 Pier 26.04 0.8958 P-6 M-5 Pier 110.53 0.4000 P-6 M-6 Pier 106.27 0.4000 P-6 M-7 Pier 26.14 0.8949 P-6 M-8 Pier 25.64 0.8992 P-6 M-9 Pier 35.68 0.8127 P-6 M-10 Pier 35.16 0.8172 P-6 M-11 Pier 23.28 0.9196 P-6 M-12 Pier 30.05 0.8613 P-6 M-13 Pier 5.18 1.0000 P-6 M-14 Pier 30.64 0.8561 P-6 M-15 Pier 33.07 0.8353

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 10 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR P-6 M-16 Pier 32.25 0.8423 P-6 M-17 Pier 30.47 0.8576 P-6 M-18 Pier 29.95 0.8621 P-6 M-19 Pier 5.19 1.0000 P-6 M-20 Pier 23.52 0.9175 P-6 M-21 Pier 23.30 0.9194 P-6 M-22 Pier 5.12 1.0000 P-6 M-23 Pier 29.65 0.8647 P-6 M-24 Pier 29.39 0.8669 P-6 M-25 Pier 28.30 0.8763 P-6 M-26 Pier 28.87 0.8714 P-6 M-27 Pier 29.53 0.8657 P-6 M-28 Pier 5.10 1.0000 P-6 M-29 Pier 29.70 0.8643 P-6 M-30 Pier 23.03 0.9217 P-6 M-31 Pier 7.38 1.0000 P-6 M-32 Pier 7.48 1.0000 P-6 M-33 Pier 7.34 1.0000 P-6 M-34 Pier 7.43 1.0000 P-5 M-1 Pier 46.19 0.7223 P-5 M-2 Pier 46.91 0.7161 P-5 M-3 Pier 35.17 0.8172 P-5 M-4 Pier 34.71 0.8211 P-5 M-5 Pier 146.77 0.4000 P-5 M-6 Pier 139.70 0.4000 P-5 M-7 Pier 34.61 0.8220 P-5 M-8 Pier 34.11 0.8263 P-5 M-9 Pier 47.54 0.7107 P-5 M-10 Pier 46.91 0.7160 P-5 M-11 Pier 31.08 0.8524 P-5 M-12 Pier 40.05 0.7751 P-5 M-13 Pier 6.90 1.0000 P-5 M-14 Pier 40.67 0.7698 P-5 M-15 Pier 42.69 0.7524 P-5 M-16 Pier 41.57 0.7620 P-5 M-17 Pier 40.45 0.7716 P-5 M-18 Pier 39.92 0.7762 P-5 M-19 Pier 6.87 1.0000 P-5 M-20 Pier 31.42 0.8494 P-5 M-21 Pier 31.15 0.8517 P-5 M-22 Pier 6.80 1.0000 P-5 M-23 Pier 39.51 0.7798 P-5 M-24 Pier 39.28 0.7818 P-5 M-25 Pier 37.74 0.7950 P-5 M-26 Pier 38.64 0.7873 P-5 M-27 Pier 39.46 0.7802 P-5 M-28 Pier 6.82 1.0000 P-5 M-29 Pier 39.59 0.7791 P-5 M-30 Pier 30.77 0.8550 P-5 M-31 Pier 9.90 1.0000 P-5 M-32 Pier 10.01 1.0000 P-5 M-33 Pier 9.81 1.0000 P-5 M-34 Pier 9.91 1.0000 P-4 M-1 Pier 57.25 0.6270 P-4 M-2 Pier 58.07 0.6199 P-4 M-3 Pier 43.94 0.7416 P-4 M-4 Pier 43.46 0.7457 P-4 M-5 Pier 182.58 0.4000 P-4 M-6 Pier 172.71 0.4000 P-4 M-7 Pier 43.16 0.7483 P-4 M-8 Pier 42.65 0.7527 P-4 M-9 Pier 58.99 0.6120 P-4 M-10 Pier 58.29 0.6180 P-4 M-11 Pier 38.80 0.7859 P-4 M-12 Pier 50.29 0.6870 P-4 M-13 Pier 8.79 1.0000 P-4 M-14 Pier 50.76 0.6829 P-4 M-15 Pier 52.52 0.6678 P-4 M-16 Pier 51.10 0.6800 P-4 M-17 Pier 50.51 0.6851 P-4 M-18 Pier 50.11 0.6885 P-4 M-19 Pier 8.72 1.0000 P-4 M-20 Pier 39.24 0.7821 P-4 M-21 Pier 38.93 0.7848 P-4 M-22 Pier 8.65 1.0000 P-4 M-23 Pier 49.62 0.6927 P-4 M-24 Pier 49.26 0.6958 P-4 M-25 Pier 47.35 0.7123 P-4 M-26 Pier 48.59 0.7016 P-4 M-27 Pier 49.47 0.6940

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 11 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR P-4 M-28 Pier 8.72 1.0000 P-4 M-29 Pier 49.72 0.6918 P-4 M-30 Pier 38.43 0.7890 P-4 M-31 Pier 12.36 1.0000 P-4 M-32 Pier 12.48 1.0000 P-4 M-33 Pier 12.20 1.0000 P-4 M-34 Pier 12.31 1.0000 P-3 M-1 Pier 67.80 0.5362 P-3 M-2 Pier 68.70 0.5284 P-3 M-3 Pier 52.83 0.6651 P-3 M-4 Pier 52.33 0.6694 P-3 M-5 Pier 217.89 0.4000 P-3 M-6 Pier 205.15 0.4000 P-3 M-7 Pier 51.82 0.6737 P-3 M-8 Pier 51.31 0.6782 P-3 M-9 Pier 69.91 0.5180 P-3 M-10 Pier 69.16 0.5245 P-3 M-11 Pier 46.41 0.7203 P-3 M-12 Pier 60.81 0.5964 P-3 M-13 Pier 10.92 1.0000 P-3 M-14 Pier 60.94 0.5952 P-3 M-15 Pier 62.58 0.5811 P-3 M-16 Pier 60.89 0.5956 P-3 M-17 Pier 60.65 0.5977 P-3 M-18 Pier 60.59 0.5982 P-3 M-19 Pier 10.80 1.0000 P-3 M-20 Pier 46.94 0.7158 P-3 M-21 Pier 46.60 0.7187 P-3 M-22 Pier 10.73 1.0000 P-3 M-23 Pier 60.04 0.6030 P-3 M-24 Pier 59.34 0.6090 P-3 M-25 Pier 57.19 0.6275 P-3 M-26 Pier 58.76 0.6140 P-3 M-27 Pier 59.59 0.6069 P-3 M-28 Pier 10.85 1.0000 P-3 M-29 Pier 60.17 0.6019 P-3 M-30 Pier 46.01 0.7238 P-3 M-31 Pier 14.73 0.9932 P-3 M-32 Pier 14.86 0.9921 P-3 M-33 Pier 14.51 0.9951 P-3 M-34 Pier 14.62 0.9941 P-2 M-1 Pier 77.62 0.4516 P-2 M-2 Pier 78.59 0.4433 P-2 M-3 Pier 61.88 0.5872 P-2 M-4 Pier 61.35 0.5917 P-2 M-5 Pier 252.70 0.4000 P-2 M-6 Pier 236.84 0.4000 P-2 M-7 Pier 60.67 0.5976 P-2 M-8 Pier 60.14 0.6021 P-2 M-9 Pier 80.05 0.4307 P-2 M-10 Pier 79.26 0.4375 P-2 M-11 Pier 53.92 0.6557 P-2 M-12 Pier 71.64 0.5031 P-2 M-13 Pier 13.49 1.0000 P-2 M-14 Pier 71.22 0.5067 P-2 M-15 Pier 72.90 0.4922 P-2 M-16 Pier 71.02 0.5084 P-2 M-17 Pier 70.92 0.5093 P-2 M-18 Pier 71.39 0.5052 P-2 M-19 Pier 13.31 1.0000 P-2 M-20 Pier 54.52 0.6505 P-2 M-21 Pier 54.16 0.6537 P-2 M-22 Pier 13.25 1.0000 P-2 M-23 Pier 70.80 0.5103 P-2 M-24 Pier 69.57 0.5209 P-2 M-25 Pier 67.33 0.5402 P-2 M-26 Pier 69.16 0.5245 P-2 M-27 Pier 69.82 0.5188 P-2 M-28 Pier 13.42 1.0000 P-2 M-29 Pier 70.95 0.5091 P-2 M-30 Pier 53.49 0.6594 P-2 M-31 Pier 16.96 0.9739 P-2 M-32 Pier 17.10 0.9727 P-2 M-33 Pier 16.69 0.9763 P-2 M-34 Pier 16.80 0.9753 P-1 M-1 Pier 86.17 0.4000 P-1 M-2 Pier 87.23 0.4000 P-1 M-3 Pier 71.17 0.5071 P-1 M-4 Pier 70.56 0.5124 P-1 M-5 Pier 282.35 0.4000

ETABS v9.6.0 File:MARACAY II (7) Units:Ton-m marzo 7, 2012 10:20 PAGE 12 T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S STORY OBJECT OBJECT TRIBUTARY REDUCED LL LEVEL LABEL TYPE AREA FACTOR P-1 M-6 Pier 267.49 0.4000 P-1 M-7 Pier 69.77 0.5192 P-1 M-8 Pier 69.21 0.5240 P-1 M-9 Pier 88.82 0.4000 P-1 M-10 Pier 87.99 0.4000 P-1 M-11 Pier 61.24 0.5926 P-1 M-12 Pier 82.88 0.4063 P-1 M-13 Pier 17.09 0.9728 P-1 M-14 Pier 81.60 0.4174 P-1 M-15 Pier 83.55 0.4005 P-1 M-16 Pier 81.57 0.4176 P-1 M-17 Pier 81.29 0.4200 P-1 M-18 Pier 82.61 0.4087 P-1 M-19 Pier 16.88 0.9746 P-1 M-20 Pier 61.88 0.5872 P-1 M-21 Pier 61.50 0.5905 P-1 M-22 Pier 16.81 0.9753 P-1 M-23 Pier 81.99 0.4140 P-1 M-24 Pier 79.91 0.4319 P-1 M-25 Pier 77.84 0.4497 P-1 M-26 Pier 79.83 0.4326 P-1 M-27 Pier 80.16 0.4297 P-1 M-28 Pier 16.98 0.9738 P-1 M-29 Pier 82.14 0.4127 P-1 M-30 Pier 60.78 0.5966 P-1 M-31 Pier 19.00 0.9564 P-1 M-32 Pier 19.16 0.9550 P-1 M-33 Pier 18.70 0.9590 P-1 M-34 Pier 18.83 0.9579

memoria de calculo maracay san isidro

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