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Fredrik Lagerström 2.1 1 (% class="row" %)
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5 = Calculation of shear reinforcement =
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Fredrik Lagerström 3.1 7 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]].
Fredrik Lagerström 1.1 8
Fredrik Lagerström 2.1 9 The shear reinforcement area Asv is converted to vertical 2-cut stirrups using selected diameter and appropriate spacing and shape depending on current section type.
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16 **Contents**
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18 {{toc/}}
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PRE-Stress Documentation