I am looking at the weld of a 5/8" diameter bar to a 3/4" bar post. Given the tolerances I know I can't get an adequate fillet weld all around. So my question is this, I am looking at Blodgett's book and his table showing the section moduli for different weld shapes. He shows the modulus for a...
Hi all. I am stuggling with finding some information. I am working on some shear wall designs and am trying to find equations to help me with the flexural capacity/required steel for in-plane flexure on partially grouted shear walls. More specifically I cannot find good equations on how to find...
Can anyone tell me how AISC calculates their properties for biaxial single angle flexure? I have a scenario where we need to use a long bent plate to carry brick. I need a 9" outstanding leg and angles only go to 8", so I need to calculate Swa, Swb, Swc, Sza, Szb and Szc.
Also, AISC referred...
