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STAAD.Pro : Concrete Design 8 - 1 8 กกกก RC Frame กกกก กก กก STAAD.etc | Component Design RC Designer RC Designer | Beam Design RC Designer | Column Design

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Page 1: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 1

8

ก����ก������ก���� �����ก

�����������ก�������������

� �������� RC Frame

� ก ������ก���� ����ก�����ก

� ก ��������������

� � �������ก���

� �ก����ก���

� ��ก��������ก � STAAD.etc | Component Design

� ��ก�������������� !� RC Designer

� RC Designer | Beam Design

� RC Designer | Column Design

Page 2: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 2

����� ��!� RC Frame

� ���������ก�� ���ก����ก������ก�����������ก ���� !�����"��������#$%!������"���&���"ก����'ก����( ��&���"ก����'ก�� ������

1 ton

2 ton

1 ton

6 m6 m

6 m

4 m

Z

Y

X

1 ton

2 ton

1 ton

6 m6 m

6 m

4 m

Z

Y

X

� ���(���!���������� �)�ก������!����� Space �"�� )(�*+, �� RCFrame �)�ก��� �� ���� Meter ����� ���� Metric Ton ��ก$'-� Next >

� �)�ก��!���������� ! Open Structure Wizard ��ก$'-� Finish

� �)�ก Frame Models �"�������ก*���� Bay Frame ������������#$%!�����

� �)�ก���# File | Merge Model with STAAD.Pro Model ��*�!����������#$%!�����

Page 3: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 3

� �$�(����� �� ���� �$.� cm ����� �����$.� kg

� *$��!� General | Property ��ก$'-� Define…

� ����!����� Properties �)�ก���ก�� Rectangular ������ YD = 30 cm �� ZD = 30

cm ��ก*���)�ก Material �"����#$

� ��!����!��"���(���%��� YD = 50 cm �� ZD = 30 cm ��ก*���)�ก Material

� ��ก"�

Page 4: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 4

� ��ก�)�ก���ก�� 1 : Rect 0.30x0.30 ก&������!����"�����

� ��ก�)�ก���ก�� 2 : Rect 0.50x0.30 ก&������!����"�����

� ก&�����'/���"�� "��' �)�ก���# Command | Material Constants | Elasticity…

������ 233,928 kg/cm2

� �$�(����� �� ���� �$.� m �! ������ Density = 2,400 kg/m3

� ก&������� Poisson’s Ratio = 0.17 �� ��#*+,�&��"(����ก����(�0�(�%����)�

Page 5: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 5

CONSTANTS E 233928 ALL DENSITY 0.0024 ALL POISSON 0.17 ALL

� *$��!� General | Support ��!���'�����"���� Fixed �! ก&������!�'ก1�����

� *$��(��!� General | Load �0)(�ก&������&���"ก����'ก

� ��!����&���"ก����'กก�/� 1 �$.� DEAD LOAD �0�(���&���"ก�" ��� Self Weight �� Floor Load ��2��� GY %��� -300 kg/m2 �"����#$

Page 6: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 6

� ��!����&���"ก����'กก�/� 2 �$.� LIVE LOAD �0�(���&���"ก Floor Load ��2��� GY %��� -400 kg/m2 �� Y Range Min = 3.5 m, Max = 4.5 m

� ��!����&���"ก����'กก�/� 3 �$.� WIND LOAD �0�(���&���"ก Nodal Load ��2��� Fz %��� -1000 kg �� -2000 kg ก&������!����������#$

� ��!����&���"ก����'กก�/� 4 �� 5 ������ ��������*��� ! Load Combination �����(����&��� ������ ! REPEAT LOAD ��)(����ก���&�ก�� �������,��� P-Delta 4�(������5%�����ก���&��!��%!����������� ��(�0�!��ก"�

� ��!����&���"ก����'กก�/� 4 ���)��ก�/���( 1 – 3 �)��$.���� Primary Load �"�� )(�

1.2DL+1.6LL

� �)�ก���ก����&���"ก����'กก�/� 4 ��ก$'-� Add… �)�ก���ก�� Repeat Load

Page 7: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 7

� ��!����&���"ก����'กก�/� 5 �$.� Primary Load �"�� )(� �� 1.2DL+LL+1.6W

� ��ก$'-� Add… �)�ก���ก�� Repeat Load ������������#$%!�����

� *$��!� Analysis/Print ��ก��� PDelta Analysis �)�ก Print Option = No

Print �� Converge = 10 ��ก$'-� Add ����! � Close

� ���"�ก�� �������,�# ����%!�5��0����)�*��ก������(�ก����ก��� �)�ก���# Analyze |

Run Analysis… �)�ก STAAD Analysis �! ��ก$'-� Run Analysis

� ��)(��"�5��� �%!����� Post Processing �� ��#ก�������#$��������6���� ���#ก�!����)�*��

Page 8: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 8

ก"���!��"���#ก����$ก��ก���

� ���" %!������������(�ก�� ����&��"(���(� !��ก����ก���������!�����ก �&��"(���ก�)� LOAD LIST �$.�ก����ก�$��ก�� ������ก����0)(��"���&���"ก����'กก�/�*���!�� 4�(�����"( *$���$.� Combination Load Case ���" ���������)� Load 4 �� Load 5

� �)�ก���# Command | Loading | Load List… �)�ก Load Case 4 �� 5

ก"���!%���� ���&��ก���

� *$��!� Design | Concrete �)�ก����1����(� !��ก��� Current Code: ACI ��ก��!���������!��% ��)�

� �$�(����� ��$.� Centimeter – Kilogram �! ��ก$'-� Define Parameters…

� ����!����� Design Parameters �)�ก0���������,��ก&��������"���� - CLB = 3 cm ��ก$'-� Add

- CLS = 2.5 cm ��ก$'-� Add

- CLT = 2.5 cm ��ก$'-� Add

- FC = 240 kg/cm2 ��ก$'-� Add

- FYMAIN = 4000 kg/cm2 ��ก$'-� Add

- MAXMAIN = 25 mm ��ก$'-� Add

- MINMAIN = 16 mm ��ก$'-� Add

- TRACK = 1 ��ก$'-� Add �! ����! � Close

Page 9: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 9

� ��!��� Concrete Design �������"��#$

� ���)(�������&�������� ���"�*���#ก Assign ��!���,����� ��!��ก��(���ก�� �)�ก �7� Assign To View �! ก�$'-� Assign

ก"���!�"��#����ก���

� �&��"(���ก������#ก��!��*�!��ก��!��� Concrete Design ���ก�$'-� Command…

� �)�ก Design Beam ��ก$'-� Add ������)�ก��� Design Column ��ก$'-� Add �! �����ก$'-� Close ��!������$.��"����#$

� ��ก���ก�� DESIGN BEAM �! Assign ��!ก"���� �����ก�� DESIGN

COLUMN �! Assign ��!ก"�����"����#$%!�����

Page 10: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 10

� �)�ก���# Analysis | Run Analysis… ��)(���!�������%�������!�)�ก STAAD

Analysis �! ��ก$'-� Run Analysis

� %/��&�ก���&�� /�������%!�� ������%����� ��ก*����%!�5��0�� ��)(�������! ��!�)�ก View Output File �! ��ก$'-� Done

'�ก����ก���

� 5ก����ก�����������#���*+,����5�����ก5ก�� �������, �"��" �����%!�����

===================================================================== BEAM NO. 6 DESIGN RESULTS - FLEXURE PER CODE ACI 318-02 LEN - 6000. MM FY - 392. FC - 24. MPA, SIZE - 300. X 500. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 1 51. 3 - 16MM 0. 4867. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 55.34 KN-MET AT 2500.MM, LOAD 4| | REQD STEEL= 474.MM2, ROW=0.0035, ROWMX=0.0197 ROWMN=0.0035 | | MAX/MIN/ACTUAL BAR SPACING= 295./ 41./ 104. MMS | | REQD. DEVELOPMENT LENGTH = 467. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 73790.5 cm^4 2 454. 3 - 16MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 17.38 KN-MET AT 0.MM, LOAD 4| | REQD STEEL= 479.MM2, ROW=0.0035, ROWMX=0.0197 ROWMN=0.0035 | | MAX/MIN/ACTUAL BAR SPACING= 295./ 41./ 104. MMS | | REQD. DEVELOPMENT LENGTH = 467. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 75588.9 cm^4 3 454. 3 - 16MM 4142. 6000. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 91.29 KN-MET AT 6000.MM, LOAD 4| | REQD STEEL= 598.MM2, ROW=0.0044, ROWMX=0.0197 ROWMN=0.0035 | | MAX/MIN/ACTUAL BAR SPACING= 295./ 41./ 104. MMS |

Page 11: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 11

| REQD. DEVELOPMENT LENGTH = 467. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 74867.2 cm^4 B E A M N O. 6 D E S I G N R E S U L T S - SHEAR AT START SUPPORT - Vu= 42.02 KNS Vc= 196.64 KNS Vs= 0.00 KNS Tu= 4.80 KN-MET Tc= 4.3 KN-MET Ts= 6.4 KN-MET LOAD 4 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 174. MM C/C FOR 2555. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.20 SQ.CM. STAAD SPACE -- PAGE NO. 4 AT END SUPPORT - Vu= 66.66 KNS Vc= 110.28 KNS Vs= 0.00 KNS Tu= 4.80 KN-MET Tc= 4.3 KN-MET Ts= 6.4 KN-MET LOAD 4 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 174. MM C/C FOR 2555. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.20 SQ.CM. ___ 10J____________________ 6000X 300X 500_____________________ 11J____ | | ||====== =======================|| | 3No16 H 454. 0.TO 608 3No16|H 454.4142.TO 6000 | | 16*12c/c174 | | | 16*12c/c174 | | 3No16 H 51. 0.TO 4867 | | | | ||============================================================ | | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | ooo | | | | | | | | ooo | | ooo | | 3#16 | | | | | | | | 3#16 | | 3#16 | | | | | | | | | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________| ********************END OF BEAM DESIGN************************** ==================================================================== COLUMN NO. 8 DESIGN PER ACI 318-02 - AXIAL + BENDING FY - 392.3 FC - 23.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 963.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 4 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 300.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.30 1814.64 804.79 122.19 151.8 M0 P-tens. Des.Pn Des.Mn e/h 60.36 -492.94 155.94 26.74 0.04287 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.30 1814.64 804.79 122.19 151.8 M0 P-tens. Des.Pn Des.Mn e/h 60.36 -492.94 155.94 43.66 0.06999 -------------------------------------------------------- ********************END OF COLUMN DESIGN RESULTS********************

Page 12: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 12

� ก"������� Modeling �"�������ก��(����������(����"(���ก��� ����!�������(����%����� �)�ก��� Concrete Design

� ���������ก����ก������

� ���������ก����ก������

Page 13: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 13

STAAD.etc | Component Design (��ก���(����ก)

STAAD.etc �$.����#�0�(�������ก����ก����� �$��ก��������!��*�!�ก� 1����ก �5�����ก���1����� ��ก����ก���0)��

� �"��&�ก�� �������,����������! ��!�)�ก��� Component Design ��)��)�ก���# Mode | Interactive Design | Component Design ��!�����%����� Component

Design ������%������������!�)�ก�&�� / 3 ���#�"����#$

� ��ก�)�ก*���� Footing �! �ก*$�"��'������(�!��ก����!��ก�����������!��

Page 14: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 14

� ��!����� Staad.etc Interactive Design ������%������"����#$%!����� ก��ก%!��#��(�!��ก���! ��ก OK

Page 15: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 15

� ��!�����5ก����ก���������%���������������!�)�ก�#�)� ��� Results

� ��� Calculations �������ก���&�� /

� ����� Output Drawing ����������������

Page 16: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 16

STAAD.etc | Component Design ���� RC Designer

ก����ก������ก�������&����� ! RC Designer 4�(��$.��$��ก�������� STAAD.Pro

� ก����)(��!����!������ �! ��!�"(� Run Analysis ��!*�!5ก�� �������,��ก��ก���

� �$������%!��#� RC Designer �����ก��� Concrete Design

� RC Designer �����(���(��!���!���ก��ก%!��# Job Information 4�(���*�����ก�*�!

� *$��!� Des. Layer | Envelopes �)�กก�/�����'ก��(���&���0����/���ก����ก��� ��ก$'-� New Env. �"�� )(� �� Envelope 1 �"����#$

Page 17: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 17

� ��!����� Define Envelopes ������%����� ��ก Show Combination Only ��ก�0)(���!������&���"ก�'กก�/� �)�ก L4 �� L5 �! ก� OK

� *$��!����� Members �0)(�ก&�������,�������(���&�ก����ก��� �)�ก�'ก���,���������)�ก���# Select | Select All

� �)�ก���# Members | AutoForm Members ��)�*���� �'ก���,��������#กก&���������%��ก����ก�����! �"��ก� ��������,������������%���� ก"�

� *$��!� Groups/Briefs ��ก$'-� New Brief ����!����� Design Briefs �"�� )(� �� B1

Beam Brief ���)�ก����1�� ACI Beam �"����#$

Page 18: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 18

� �������ก������%������������ ��ก���"�����0���������,��!�"������ก ��� B1 %�����ก��

� ������!���������%�������!���ก&����0���������,��ก����ก���

� ก"�����(����� Design Briefs ��ก$'-� New Brief �"�� )(� �� B2 Column Brief �)�ก Design Code �$.� ACI Column

Page 19: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 19

� �"�������ก ��� B2 �0)(��$�(���" �$���ก����ก�������!��ก�� �)�ก��� Member

Loadcases �)�ก��&���"กก�/� L4 �� L5 �"����#$

� ก&���� Beam Design Group � ! Member Cursor �)�ก����"����� ���� !ก��ก�$'-� Ctrl � ���ก���)�ก

Page 20: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 20

� ��ก$'-� New Design Group ����!����� Design Groups ���"�� )(�

� �0)(���!����� �������(�!��ก���)�ก��#���ก'������ �"�������ก ��� G1 �������

� ก&���� Column Design Group ���� ! Member Cursor �)�ก����"�����

� ��ก$'-� New Design Group ����!����� Design Groups

� �0)(���!����� �������(�!��ก���)�ก��#���ก'������ �"�������ก ��� G2 �������

Page 21: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 21

RC Designer | Beam Design

� *$��!� Concrete Member | Summary ก'����(�#ก����%����������%!��4!��%�����)� G1 : Beam Design Group 1 �!�*��� ���!�)�ก��ก�#���,�!����

�"��ก��#������������� �� M1 �� M2 �#ก�"��$.������� � �����"����"��

� *$��!����� Design �)�ก��!��ก����"������! ��ก$'-� Design

Page 22: กกก ก - Suranaree University of Technologyeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/T08 RC Design.pdf · STAAD.Pro : Concrete Design 8 - 1 8 กกก ก ก ˘ˇˆ˙˝˛

STAAD.Pro : Concrete Design 8 - 22

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