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aci-350-crack control(Calculated flexural stress in reinforcement at service load)

Thread starter omidreza57
Start date Jul 3, 2017

Status: Not open for further replies.

Jul 3, 2017

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?