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Page 161
Walls , bending or combined bending and axial loads . Stresses due to combined bending and axial loads shall satisfy the requirements of Section 2406 ( e ) where fa is given by Formula ( 9-1 ) . Walls subjected to bending with or ...
Walls , bending or combined bending and axial loads . Stresses due to combined bending and axial loads shall satisfy the requirements of Section 2406 ( e ) where fa is given by Formula ( 9-1 ) . Walls subjected to bending with or ...
Page 284
Bending About Y - Y Axis Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Bending About X - X Axis Loaded Parallel to Wide Faces of the Laminations Extreme Fiber in Bending Compression PerpenTension Compression dicular ...
Bending About Y - Y Axis Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Bending About X - X Axis Loaded Parallel to Wide Faces of the Laminations Extreme Fiber in Bending Compression PerpenTension Compression dicular ...
Page 285
Axially Loaded Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Bending About X - X Axis Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Extreme Fiber in Bending Horizontal Shear ...
Axially Loaded Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Bending About X - X Axis Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Extreme Fiber in Bending Horizontal Shear ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood