ABSTRACT
Concretecrackingfactor:Theshearcapacityisreducedifstructuralflexuralconcrete crackingiscontemplatedattheanchorlocation.Themodificationfactorisljl6 •Forcracked concrete,useljl6=1.0;forstraightreinforcementalongtheedge,useljJ=1.2;foredges reinforcedwithstirrupsspacedatnomorethan4in.orifnostructuralcrackingisexpected, useljJ=1.4.
