Code References
ACI 318-14
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The shear resistance of precast concrete components must meet the following requirement (22.5):
(eq. here)
('where:' list in word doc or here?)
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where:
Vc = nominal shear strength provided by concrete
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When no transverse reinforcement has been defined, the amount of shear required to be resisted by shear reinforcement, Vs, is calculated by:(eq)
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The strength of the provided transverse reinforcement, when applicable, is computed by summing all of the zones the location overlaps with. Eriksson Beam computes the total transverse provided based on the transverse inputs and use used in ACI 318-14 Eq. 22.5.10.5.3.
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Required Shear Reinforcement
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The cross section limits are checking against ACI 318-14 22.5.1.2. If the limits fail and error will be displayed in the analysis report.
Shear Options (show here or in program operation?)
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Options
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Description
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Treat as slab
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Limit shear per ACI 318-14 9.4.3.2
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Composite Behavior
Hand Calculation
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PCI Industry Handbook Committee, PCI Design Handbook, 8th Ed., PCI, Chicago, 2017.(still need to add keywords)