I AM TRYING TO DESIGN A STEEL BASE PLATE FOR A COLUMN CONNECTION BUT I AM HAVING TROUBLE FINDING A DESIGN GUIDE. CAN ANYONE GIVE ME THE TYPES OF THINGS TO CHECK FOR AND FAILURE MECHANISM AND A POSSIBLY A DESIGN GUIDE TO FOLLOW.
PU= 10 KIPS
VU= 4.5 KIPS
MU= 53 KIP-FT
4 ANCHOR BOLTS
4000 PSI...
I am designing a ringwall foundation for an above ground tank. I am not sure how to find the max bearing pressure on the soil due to the weight and moment of the tank. There is an equation in the api 650 which is what i am using for the design. The eqn is as follows (1.273Mrw/D^2)-(wt(1-.4Av)...
I am a recent graduate and i am designing a T shaped pipe rack. I have gotten to the point where i need to specify the embedment depth for anchor bolts. However i am not sure how to find the tension in the anchor bolts. I believe i am supposed to use P/A - M/S but this equation will give me a...
