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5 = Shear capacity =
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7 The Control theory chapter discusses shear capacity and shear reinforcement extensively in sections [[Shear capacity with shear reinforcement>>doc:PRE-Stress.Theory PRE-Stress.Shear capacity with shear reinforcement.WebHome]], Shear capacity of the shear reinforcement, [[Shear capacity of concrete>>doc:PRE-Stress.Theory PRE-Stress.Shear capacity of concrete.WebHome]] and Rules for shear reinforcement.
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9 Design of shear reinforcement is performed by first calculating shear capacity as described in [[Shear capacity with shear reinforcement>>doc:PRE-Stress.Theory PRE-Stress.Shear capacity with shear reinforcement.WebHome]]. The shear reinforcement area A,,sv,, is converted to vertical 2-cut stirrups using selected diameter and appropriate spacing and shape depending on current section type.
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19 **Contents**
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21 {{toc/}}
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Copyright 2020 StruSoft AB
PRE-Stress Documentation