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Shear Response Ratio for Point Load Near Support (Bug1801)

When a large point load is located near a support, the program can design for a load combination other than the critical combination in the design search, but design for the critical load combination in the design check. This can result in passing sections in the design search failing the design check, and vice-versa.

See Also

Other Engineering Design

Steel Beam Design

Absolute Deflection Check (Feature 8)

Vibration Design Criterion (Feature 10)

Custom SCL Sections (Feature 151)

Lumber n-ply Stud Database for Walls (Feature 33)

Number of Deflection Points (Change 50)

Inconsistency in Shear Design Search vs Design Check (Change 101)

Weak Axis Glulam Values (Bug 2358)

Maximum Shear in the Span of Member Warning (Bug 2172)

Strength Adjustment for Members Loaded on Narrow Face (Bug 2178)

Point Loads used in Bearing Design (Change 73)

Ignore Cantilever Deflection Setting Default (Bug 1381)