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

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omidreza57

omidreza57

Structural
Joined
Apr 17, 2013
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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?



 
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