PERHITUNGAN STRUKTUR

KONSTRUKSI MONORAIL CRANE, PT MUGI CAKUNG

JAKARTA, INDONESIA

SEPTEMBER 20131. Outline Bangunan

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1. Nama Proyek

Konstruksi Monorail Crane , PT. Mugi Cakung

2. Perencana Struktur

Ir. Nazaldi, SIBP No : SIBP 0872/P/K-A/DPPB/V/2011

3. Lokasi Site :

Jl Tipar Cakung, Jakarta, Indonesia

4. Peruntukan

Monorail Crane

5. Dimensi

Luas bangunan : 25 x 4.5 m2

( konstruksi baja )

2. Kriteria Disain dan Spesifikasi

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1 Standar Disain

- ACI-318 – 2002- AISC LRFD 2003- Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung

( SNI 03-1729-2002 )- Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung

( SNI 03-2847-2002 )

2 Program Komputer

- Software yang digunakan : StaadPro 2007

3 Spesifikasi Material

- Baja Tulangan

Mutu Baja Tegangan Leleh PenggunaanBJTD-40 Fy = 4000 kg/cm2 Struktur utama

- Baja Profil

Mutu Baja Tegangan Leleh PenggunaanSS-400 Fy = 2400 kg/cm2 Struktur utama

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ISOMETRIK BANGUNAN

PEMBEBANAN

BEBAN MATIBerat sendiri struktur = otomatis oleh StaadProBeban atap = 0.15 kN/m x 4.5 m

= 0.675 kN

BEBAN HIDUPBeban atap = 0.2 kN/m x 4.5 m

= 0.9 kNBerat Gelagar Hoist = 2.0 Ton = 20 kNBerat profil = 5.03 kN/m x 5 m

= 25.15 kNBeban vertikal crane (V) = (kapasitas crane + 0.5 x berat girder) x 1.25

= (20 + 0.5 x 25.15) x 1.25= 41 kN

Beban longitudinal crane (L) = 1/15 x V= 1/15 x 41= 2.71 kN

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ANALISIS STRUKTUR

Konstruksi monorail crane dimodelkan sebagai portal 3 dimensi, dimana beban-beban berasal dari Gelagar hoist portal baja (kolom dan balok).

Profil yang digunakan :

Kolom : WF 200x100x5.5Balok : WF 200x100x5.5 ; UNP 100x50x5Kuda-kuda : IWF 260x113x14

Kondisi Beban

DL : Beban Mati (Berat sendiri dan Beban atap)LL : Beban Hidup (Beban atap)V : Beban Crane Posisi Vertikal di ujung bentangL : Beban Crane Posisi Longitudinal di ujung bentangV A : Beban Crane Posisi Vertikal di tengah batangL A : Beban Crane Posisi Longitudinal di tengah batang

Kombinasi Beban

Komb 12 : 1.2 DL + 1 LL + 1 V1A + 1 L1AKomb 13 : 1.2 DL + 1 LL + 1 V2 + 1 L2Komb 14 : 1.2 DL + 1 LL + 1 V2A + 1 L2AKomb 15 : 1.2 DL + 1 LL + 1 V3 + 1 L3Komb 16 : 1.2 DL + 1 LL + 1 V3A + 1 L3AKomb 17 : 1.2 DL + 1 LL + 1 V4 + 1 L4Komb 18 : 1.2 DL + 1 LL + 1 V4A + 1 L4AKomb 19 : 1.2 DL + 1 LL + 1 V5 + 1 L5Komb 20 : 1.2 DL + 1 LL + 1 V5A + 1 L5A

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PENOMORAN JOIN

PENOMORAN BALOK / KOLOM

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Beban Mati (Berat Sendiri)

Beban Mati Atap

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Beban Hidup Atap

Beban Crane Vertikal Posisi Ujung Bentang (V 2)

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Beban Crane Vertikal Posisi Tengah Bentang (V 1A)

Beban Crane Longitudinal Posisi Ujung Bentang (L 2)

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Beban Crane Longitudinal Posisi Tengah Bentang (L 1A)

HASIL-HASIL ANALISIS DAN DISAIN STRUKTUR

Lendutan vertikal pada balok penumpu gelagar hoist

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Lendutan maksimum = 22.383 mm

Bentang = 5 m = 5000 mmLendutan ijin = 5000/500 = 10 mm < 22.383 mm (not OK)

TEGANGAN/KEKUATAN Semua elemen (kolom dan balok) mempunyai tegangan/kekuatan yang lebih kecil dari tegangan/kekuatan yang dijinkan/tersedia.

RATIO KEKUATAN STRUKTUR

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RATIO KEKUATAN PORTAL TIPIKAL X

RATIO KEKUATAN PORTAL TIPIKAL Z

Tegangan Maksimum yang Diizinkan

Rasio tegangan maksimum pada balok:0.436 (batang no. 33) < 1 .. Ok

Rasio tegangan maksimum pada kuda-kuda:0.966 (batang no. 45) < 1 .. Ok

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INPUT DATA - STAADPRO

STAAD SPACESTART JOB INFORMATIONENGINEER DATE 23-Sep-13END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 5 0 0; 3 10 0 0; 4 15 0 0; 5 20 0 0; 6 25 0 0; 13 0 0 4.5;14 5 0 4.5; 15 10 0 4.5; 16 15 0 4.5; 17 20 0 4.5; 18 25 0 4.5; 19 0 4.5 0;20 5 4.5 0; 21 10 4.5 0; 22 15 4.5 0; 23 20 4.5 0; 24 25 4.5 0; 25 0 4.5 2.25;26 5 4.5 2.25; 27 10 4.5 2.25; 28 15 4.5 2.25; 29 20 4.5 2.25; 30 25 4.5 2.25;31 0 4.5 4.5; 32 5 4.5 4.5; 33 10 4.5 4.5; 34 15 4.5 4.5; 35 20 4.5 4.5;36 25 4.5 4.5; 37 28 0 0; 38 28 4.5 0; 39 -3 0 0; 40 -3 4.5 0; 41 8 0 0;42 8 4.5 0; 43 17 0 0; 44 17 4.5 0; 45 10 3.65 0; 46 15 3.65 0; 47 8 3.65 0;48 17 3.65 0; 49 10 0.55 0; 50 15 0.55 0; 51 8 0.55 0; 52 17 0.55 0;53 0 3.55 4.5; 54 5 3.55 4.5; 55 10 3.55 4.5; 56 15 3.55 4.5; 57 20 3.55 4.5;58 25 3.55 4.5; 59 5 0.35 4.5; 60 10 0.35 4.5; 61 15 0.35 4.5; 62 20 0.35 4.5;63 25 0.35 4.5;MEMBER INCIDENCES28 19 20; 29 20 42; 32 23 24; 33 25 26; 34 26 27; 35 27 28; 36 28 29; 37 29 30;38 31 32; 39 32 33; 40 33 34; 41 34 35; 42 35 36; 43 19 25; 45 20 26; 46 26 32;47 21 27; 48 27 33; 49 22 28; 50 28 34; 51 23 29; 52 29 35; 53 24 30; 55 19 1;56 31 53; 57 20 2; 58 32 54; 59 21 45; 60 33 55; 61 22 46; 62 34 56; 63 23 5;64 35 57; 65 24 6; 66 36 58; 67 38 37; 68 40 39; 69 40 19; 70 24 38; 72 42 47;73 44 23; 74 44 48; 75 45 49; 76 46 50; 77 47 51; 78 48 52; 79 45 46; 80 46 48;81 47 45; 82 49 3; 83 50 4; 84 51 41; 85 52 43; 86 49 50; 87 50 52; 88 51 49;89 53 13; 90 54 59; 91 55 60; 92 56 61; 93 57 62; 94 58 63; 95 53 54; 96 54 55;97 55 56; 98 56 57; 99 57 58; 100 53 32; 101 31 54; 102 54 33; 103 32 55;104 55 34; 105 33 56; 106 56 35; 107 34 57; 108 57 36; 109 35 58; 110 59 14;111 60 15; 112 61 16; 113 62 17; 114 63 18; 115 59 60; 116 60 61; 117 61 62;118 62 63; 119 25 31; 120 30 36;START USER TABLETABLE 1UNIT METER KN

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ISECTIONI260X1130 5 0 0.113 6 0 6 0 0 0ENDDEFINE MATERIAL STARTISOTROPIC SS400E 2e+008POISSON 0.3DENSITY 78.5ALPHA 1.17e-005DAMP 0.03END DEFINE MATERIALMEMBER PROPERTY JAPANESE28 29 32 38 TO 43 45 TO 53 55 TO 70 72 TO 78 82 TO 85 89 TO 94 110 TO 114 -119 120 TABLE ST H200X100X5.579 TO 81 86 TO 88 95 TO 109 115 TO 118 TABLE ST C100X50X5MEMBER PROPERTY EUROPEAN33 TO 37 TABLE ST IPN260CONSTANTSMATERIAL SS400 ALLSUPPORTS1 TO 6 13 TO 18 37 39 41 43 PINNEDLOAD 1 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1 LIST 28 29 32 TO 42 45 TO 52 55 TO 70 72 TO 118MEMBER LOAD45 TO 52 UNI GY -0.675120 UNI GY -0.675 0 2.2553 UNI GY -0.675 0 2.25119 UNI GY -0.675 0 2.2543 UNI GY -0.675 0 2.25LOAD 2 LOADTYPE Live REDUCIBLE TITLE LLMEMBER LOAD45 TO 52 UNI GY -0.9120 UNI GY -0.9 0 2.2553 UNI GY -0.9 0 2.25119 UNI GY -0.9 0 2.2543 UNI GY -0.9 0 2.25LOAD 7 LOADTYPE Live REDUCIBLE TITLE VL 1AMEMBER LOAD33 CON Y -41 2.5LOAD 8 LOADTYPE Live REDUCIBLE TITLE LONGL 1AMEMBER LOAD33 CON X 2.71LOAD 9 LOADTYPE Live REDUCIBLE TITLE VL 2JOINT LOAD26 FY -41LOAD 10 LOADTYPE Live REDUCIBLE TITLE LONGL 2JOINT LOAD26 FX 2.71LOAD 11 LOADTYPE Live REDUCIBLE TITLE VL 2AMEMBER LOAD34 CON Y -41LOAD 12 LOADTYPE Live REDUCIBLE TITLE LONGL 2AMEMBER LOAD

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34 CON X 2.71LOAD 13 LOADTYPE Live REDUCIBLE TITLE VL 3JOINT LOAD27 FY -41LOAD 14 LOADTYPE Live REDUCIBLE TITLE LONGL 3JOINT LOAD27 FX 2.71LOAD 15 LOADTYPE Live REDUCIBLE TITLE VL 3AMEMBER LOAD35 CON Y -41LOAD 16 LOADTYPE Live REDUCIBLE TITLE LONGL 3AMEMBER LOAD35 CON X 2.71LOAD 17 LOADTYPE Live REDUCIBLE TITLE VL 4JOINT LOAD28 FY -41LOAD 18 LOADTYPE Live REDUCIBLE TITLE LONGL 4JOINT LOAD28 FX 2.71LOAD 19 LOADTYPE Live REDUCIBLE TITLE VL 4AMEMBER LOAD36 CON Y -41LOAD 20 LOADTYPE Live REDUCIBLE TITLE LONGL 4AMEMBER LOAD36 CON X 2.71LOAD 21 LOADTYPE Live REDUCIBLE TITLE VL 5JOINT LOAD29 FY -41LOAD 22 LOADTYPE Live REDUCIBLE TITLE LONGL 5JOINT LOAD29 FX 2.71LOAD 23 LOADTYPE Live REDUCIBLE TITLE VL 5AMEMBER LOAD37 CON Y -41LOAD 24 LOADTYPE Live REDUCIBLE TITLE LONGL 5AMEMBER LOAD37 CON X 2.71LOAD COMB 6 COMB121 1.2 2 1.0 7 1.0 8 1.0 LOAD COMB 27 COMB 131 1.2 2 1.0 9 1.0 10 1.0 LOAD COMB 28 COMB 141 1.2 2 1.0 11 1.0 12 1.0 LOAD COMB 29 COMB 151 1.2 2 1.0 13 1.0 14 1.0 LOAD COMB 30 COMB 161 1.2 2 1.0 15 1.0 16 1.0 LOAD COMB 31 COMB 171 1.2 2 1.0 17 1.0 18 1.0 LOAD COMB 32 COMB 181 1.2 2 1.0 19 1.0 20 1.0 LOAD COMB 33 COMB 191 1.2 2 1.0 21 1.0 22 1.0 LOAD COMB 34 COMB 201 1.2 2 1.0 23 1.0 24 1.0

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PERFORM ANALYSISPARAMETER 1CODE AISC UNIFIEDFU 370000 ALLFYLD 240000 ALLKY 1 ALLKZ 1.2 ALLLY 1.2 ALLTRACK 0 ALLUNB 1.2 ALLUNT 1.2 ALLCHECK CODE ALLFINISH

STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ********************************************

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 28 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.037 29 0.10 C -0.22 0.55 5.00 29 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.014 27 0.21 C 0.00 0.57 3.00 32 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.037 33 0.00 T -0.19 0.69 5.00 33 ST IPN260 (EUROPEAN SECTIONS) PASS Clause H1/2 0.436 6 0.89 C 0.01 -48.18 2.50 34 ST IPN260 (EUROPEAN SECTIONS) PASS Clause H1/2 0.392 28 0.39 C 0.02 -43.30 2.50 35 ST IPN260 (EUROPEAN SECTIONS) PASS Clause H1/2 0.389 30 0.06 C 0.00 -43.11 2.50 36 ST IPN260 (EUROPEAN SECTIONS) PASS Clause H1/2 0.392 32 -0.30 T -0.01 -43.29 2.50 37 ST IPN260 (EUROPEAN SECTIONS) PASS Clause H1/2 0.435 34 -0.88 T 0.00 -48.18 2.50 38 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.035 28

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1.15 C 0.19 0.55 5.00 39 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.025 30 0.07 C -0.11 0.58 0.00 40 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.025 31 0.21 C -0.10 0.58 0.00 41 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.031 33 0.32 C -0.15 0.59 0.00 42 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.032 29 0.21 C -0.16 0.62 0.00 43 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.612 6 0.39 C 0.31 -25.31 2.25 45 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.966 27 0.43 C 0.36 -40.61 2.25 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 46 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.965 27 0.49 C 0.36 -40.61 0.00 47 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.921 29 0.53 C 0.30 -38.94 2.25 48 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.918 29 0.53 C 0.28 -38.94 0.00 49 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.919 31 0.56 C 0.28 -38.93 2.25 50 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.920 31 0.55 C 0.29 -38.94 0.00 51 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.965 33 0.54 C 0.36 -40.61 2.25 52 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.968 33 0.57 C 0.38 -40.61 0.00 53 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.614 34 0.23 C 0.33 -25.32 2.25 55 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.186 6 15.05 C 1.44 0.27 0.00

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56 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.181 6 14.52 C -1.37 -0.59 0.00 57 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.295 27 22.07 C 2.27 0.57 0.00 58 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.269 27 22.95 C -2.20 0.05 0.00 59 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.264 29 20.49 C 2.19 0.00 0.00 60 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.262 29 22.05 C -2.15 -0.03 0.00 61 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.263 31 20.48 C 2.18 0.00 0.00 62 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.266 31 22.06 C -2.19 -0.03 0.00 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 63 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.281 33 22.39 C 2.19 0.32 0.00 64 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.279 33 22.90 C -2.28 -0.09 0.00 65 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.186 34 14.70 C 1.37 0.61 0.00 66 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.188 34 14.77 C -1.43 0.59 0.00 67 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.013 34 0.54 C 0.01 0.49 0.00 68 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.009 8 -0.22 T 0.00 0.36 0.00 69 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.016 28 -0.07 T 0.00 0.69 3.00 70 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.011 34

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0.11 C 0.00 0.49 3.00 72 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.015 27 0.60 C 0.01 0.57 0.00 73 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.033 31 -0.22 T -0.17 0.61 3.00 74 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.010 24 -0.24 T 0.00 0.41 0.00 75 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.219 29 21.19 C 1.73 -0.04 0.00 76 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.223 31 20.87 C 1.70 0.42 0.00 77 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.015 28 0.76 C 0.03 0.48 0.00 78 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.016 31 0.65 C 0.05 0.40 0.00 79 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.072 31 0.09 C 0.10 0.31 5.00 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 80 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.065 31 -0.01 T 0.11 -0.22 0.00 81 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.047 29 -0.03 T 0.07 0.20 2.00 82 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.052 29 22.56 C 0.25 0.10 0.00 83 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.054 31 21.83 C 0.24 0.24 0.00 84 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.003 29 1.39 C 0.01 -0.02 0.00 85 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.005 31 1.80 C 0.02 0.05 0.00 86 ST C100X50X5 (JAPANESE SECTIONS)

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PASS Clause H1/2 0.053 31 0.08 C 0.04 0.33 5.00 87 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.039 31 -0.12 T 0.04 -0.21 0.00 88 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.045 29 0.26 C 0.04 0.27 2.00 89 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.151 6 15.17 C -1.09 0.47 0.00 90 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.233 27 24.22 C -1.70 0.63 0.00 91 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.230 29 23.30 C -1.66 0.72 0.00 92 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.233 31 23.31 C -1.69 0.71 0.00 93 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.242 33 24.13 C -1.76 0.74 0.00 94 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.166 34 15.72 C -1.14 0.86 0.00

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 95 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.049 27 -1.17 T -0.05 0.26 5.00 96 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.047 29 -0.43 T -0.05 0.26 5.00 97 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.047 31 -0.34 T -0.05 0.26 5.00 98 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.048 33 -0.45 T -0.05 0.26 5.00 99 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.038 33 -0.75 T -0.04 0.20 0.00

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100 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.039 27 -0.56 T -0.03 0.24 5.09 101 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.046 30 1.12 C 0.02 0.27 5.09 102 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.046 27 -1.03 T 0.05 0.25 5.09 103 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.052 27 1.20 C -0.05 0.22 0.00 104 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.046 29 -0.88 T 0.05 0.25 5.09 105 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.052 29 1.06 C -0.05 0.22 0.00 106 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.047 31 -0.82 T 0.05 0.25 5.09 107 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.052 31 0.97 C -0.06 0.22 0.00 108 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.053 33 -0.84 T 0.07 0.23 5.09 109 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.053 33 0.82 C -0.06 0.22 0.00

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 110 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause E 0.051 27 25.33 C 0.00 0.00 0.35 111 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause E 0.050 29 24.76 C 0.00 0.00 0.35 112 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause E 0.050 31 24.76 C 0.00 0.00 0.35 113 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause E 0.051 33

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25.58 C 0.00 0.00 0.35 114 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause E 0.034 34 16.95 C 0.00 0.00 0.35 115 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.048 29 0.29 C -0.01 0.39 5.00 116 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.046 31 0.09 C -0.01 0.38 5.00 117 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.045 33 0.00 T -0.01 0.38 5.00 118 ST C100X50X5 (JAPANESE SECTIONS) PASS Clause H1/2 0.042 29 0.03 C 0.00 0.38 5.00 119 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.617 6 0.37 C 0.35 -25.31 0.00 120 ST H200X100X5.5 (JAPANESE SECTIONS) PASS Clause H1/2 0.614 34 0.23 C 0.34 -25.32 0.00

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