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The boss want me to design shear wall. The firsr time for me, so I would like to be consultancy.
I am reading manual of Etabs I found the condition:
Pu<0.35P0;
Manual says: if Pu>0.35P0, -> not check for shear wall;
I have looked for some original standards and original document but I could not find the provisions or content about above condition.
Could you help me solve this problem!
I am reading manual of Etabs I found the condition:
Pu<0.35P0;
Manual says: if Pu>0.35P0, -> not check for shear wall;
I have looked for some original standards and original document but I could not find the provisions or content about above condition.
Could you help me solve this problem!