h-badawy
Structural
- Jan 8, 2015
- 132
Dear experts
The newer versions of ACI350 code replasce all of requirements regarding z factor (gerely and lutz) for one way and (nawy and blair) for two way by the maximum allowable stresses as a function of bar spacing , are these equations sufficient to control the crack width or should i get the crack width from the oldest methods in ACI224R-25
The newer versions of ACI350 code replasce all of requirements regarding z factor (gerely and lutz) for one way and (nawy and blair) for two way by the maximum allowable stresses as a function of bar spacing , are these equations sufficient to control the crack width or should i get the crack width from the oldest methods in ACI224R-25
