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  • Users: omidreza57
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  1. omidreza57

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

    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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