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...
hello, people im just new in this work as a structural engineer of my own company.still i considered my self as a junior structural since i have designed only up to four storey building and most of them are located not in a very critical areas that needs a serious computations.
Now my problem...
