Analysis and Design of FRP Reinforced Concrete Structures by Shamsher Bahadur Singh
Author:Shamsher Bahadur Singh
Language: eng
Format: epub, pdf
Publisher: McGraw Hill Education
Published: 2014-06-25T07:00:00+00:00
Since, Vci is smaller than Vcw, hence, Vc = Vci = 164.58 kN.
Experimental value of the shear strength contribution of concrete = 0.5 × 355.1 = 177.6 kN. % difference in the theoretical and experimental values of the nominal shear strength of concrete
Thus, design equations reasonably estimate the nominal shear strength contribution of concrete.
Step 2: Compute the nominal shear strength contribution of stirrups
(a) Shear strength contribution of stirrups provided at S = d/2:
(b) Shear strength contribution of stirrups provided at S = d/3:
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