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Column Live Load Capacity
Walkway Plank Check
ToeNailing Design Check
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1.0 Temperature factor Adjustment Factors NDS ASP Solution Problem Assume axial force Beam Stability Factor buckling length c_perp column compression controls dead load Depth Design Calculations Calculations diameter diaphragm Dowel bearing strength E'min effective length end distance factor CM Factors NDS Table Fb star formwork glued laminated timber glulam Group action factor Hem-fir interaction equation knee brace Lateral Resistance lateral torsional buckling lbf Mode live load load combination Load duration factor loaded parallel lower the value LRFD Solution Problem main member major axis maximum minor axis bending NDS Eq oriented strand board parallel to grain perpendicular to grain physical quantity Reference Design Values represent a physical SDPWS Section Properties Length shear wall sheathing side members slendemess Southern Pine span rating splice Structural Analysis tear out capacity unfactored Wet service factor Width Width.Depth wind load