I have a single story building. When calculating weight of wall , the height of wall should be calculated from bottom of the wall or bottom of the slab?
I am calculating the Allowable axial Load and Moment for HSS round pipe filled with concrete. AISC 13 shows equations based on Plastic stress distribution method. I don't know how to calculate Plastic neutral axis and Theta 2 based on that for my calculations. Any advice ??????
I need to design a steel sheet pile cofferdam with granular fill. It has a barge impact force of 1500 kips. All the manuals or publications talk about impact force but not about how to resolve it. The interlock tension formula can be used for internal pressure due to fill, can i use the same to...
I have never designed slab on grade. The loading i have is HS 20. I don't have soil information also so assuming good soil with sub grade modulus of 200. Please help.
