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Structural Engineering Books
UmarMakhzumi reacted to groszni awesome for a topic
steel design - segui1 point -
Flexural Analysis
Eko Juwanto reacted to groszni awesome for a topic
doesnt work like that, you gotta check the compression steels strain (ecs) , it usually dont yield so you couldnt use fy1 point -
Flexural Analysis
Eko Juwanto reacted to Alhamdu Abdella for a topic
Why you put As equal to As'?1 point -
Shear capacity of Column
UmarMakhzumi reacted to EngrUzair for a topic
Following article (particularly its first paragraph) may help you understand the role of column ties in resisting shear during an earthquake:- EQ Tip 19.pdf Regards.1 point -
Response spectrum
Howard Roark reacted to EngrUzair for a topic
Check the following link for the required information:- https://wiki.csiamerica.com/display/safe/Import+response-spectrum+load+case+from+ETABS+into+SAFE Regards.1 point -
Shear Wall vs Column
Eko Juwanto reacted to ILYAS for a topic
length to thickness is greater then 3 so treat as wall1 point