Anybody in the forum has an idea why this member is failing even if the stress ratio is too small? See attached screenshot. Thanks.
http://files.engineering.com/getfile.aspx?folder=1aeb009e-817f-4a2f-b183-9b241f22d757&file=Capture.JPG
I'm doing a pile cap design using sap2000. Can someone help me interpret the result please? I'm getting V12=V23 = 13.6 kips/inch and Vmax = 22.08 kips/inch. Is this the shear force per inch of the pile cap thickness? or per inch of the width? I want to check for punching. My pile cap is 12ft x...
I'm doing a pile cap design using sap2000. Can someone help me interpret the result please? I'm getting V12=V23 = 13.6 kips/inch and Vmax = 22.08 kips/inch. Is this the shear force per inch of the pile cap thickness? or per inch of the width? I want to check for punching. My pile cap is 12ft...
We are having a debate whether to consider full live load + full snow load when designing a member carrying both the roof and the floor, that is 1.2D +1.6L + 1.6S. For example a beam on the second floor level supporting 2nd floor live load as well as the wall supporting the roof trusses. Any...
