A Design Example for a Rectangular Concrete Tank PCA ...
Horizontal Moment: coef = 99 Mu = 46,533 lb-ft/ft The maximum shear in the wall is obtained from the maximum shear coefficient from page 2-17 of PCA-R, in this case Cs = 0.50. The wall will be designed for the concrete to resist the entire shear force. For the shear calculation qu = (1.0)(1.7)(945 pcf) = 1,607 psf
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A Design Example for a Rectangular Concrete Tank PCA ...
civil.colorado.eduHorizontal Moment: coef = 99 Mu = 46,533 lb-ft/ft The maximum shear in the wall is obtained from the maximum shear coefficient from page 2-17 of PCA-R, in this case Cs = 0.50. The wall will be designed for the concrete to resist the entire shear force. For the shear calculation qu = (1.0)(1.7)(945 pcf) = 1,607 psf Vu = Cs × qu Note:
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