2500 psi wall 1

[08zY]

ram(structural)

"2500psi wall"

Is there can help me about this? my costusmer wants not to use chb for his wall but rather he wants it pre-fabricated and have a capacity of 2500psi and his requiring me to show my solutions. im asking if what LOADS AND ASSUMPTION must i use for the computations. Since everytime i have a computation i do not include wall computation anymore just for permit purposes only.
Thank you very much.

 

[pmkPE]

It sounds as if your customer has some predefined ideas about what is required. Try asking them what the reason(s) for their criteria selection is and then, based on their answer, diplomatically explain to them why or why not their specifications are or are not key to the design of the wall.