Lecture Goals. Joist Design for shearOne way slab designColumns. Example: Design of Stirrups to Resist Shear. fc = 4000 psi fy = 60 ksi wsdl =1.2 k/ft wll= 1.8 k/ft fys = 40 ksi wb = 0.5 k/ft. From flexural design:will use either a
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