Hey Guys,
Question
If when checking the anchorage for the end span of a beam and it does not full fill the conditions started from ACI 318, what are possible options can I do?
Regards,
JG
Hi Guys,
What is the fixed end moments(FEM) for a two unequal concentrated loads unsymmetrically placed along a fixed ends beam?
Please see the attach image below.
Thanks.
Do we have to include the utility vehicle load on a garage ramp as a live load when calculating the effective seismic weight of this structure to determine the seismic base shear? Any help will be greatly appreciated.