Concrete beams are vulnerable to diagonal tension cracks caused by shear forces. The nominal shear strength ( Vncap V sub n ) is the sum of concrete shear capacity ( Vccap V sub c ) and stirrup shear capacity ( Vscap V sub s
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Mn=Asfy(d−a2)cap M sub n equals cap A sub s f sub y of open paren d minus a over 2 end-fraction close paren The book covers the fundamental principles of reinforced
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