omidreza57
Structural
1-Should the seismic load be considered for crack control?What is the load combination of controlling crack widths?(aci-350-06)
2-What is the difference between unfactored moment and service moment?
3-what is the method in intraction direct tension and moment tension for control crack?
2-What is the difference between unfactored moment and service moment?
3-what is the method in intraction direct tension and moment tension for control crack?
