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shear in unreinforced section
shear in unreinforced section
does anybody know how to calculate the shear capacity of a plain rectangular concrete section (i.e. no tension or shear reinforcement)? cheers see aci 318-05 chapter 22. structural plain concrete. section 22.5.4 is design of rectangular cross sections subject to shear. |
所有的时间均为北京时间。 现在的时间是 06:22 AM. |