Does RISA 3D have the capability to suggest members based on deflection limits or set deflection limits in the section sets? I am switching from a software package that has this functionality which we use quite a bit. Thanks for any help.
I am designing some concrete stair towers as shear walls. Because I am in Seismic Zone D these must be 'Special reinforced' and I am following the requirements of ACI 318 section 21.7.
In order to determine the need for special boundary elements I must compare the largest neutral axis depth...
Gentlemen,
I am studying for the PE Exam using the NCEES Structural I sample question book. The question I am having trouble with is as follows:
Determine the maximum allowable moment on the masonry wall based on the maximum allowable steel flexural stress.
The wall is 8" block with #5's @...
