Uniform Building Code |
From inside the book
Results 1-3 of 92
Page 161
... bending or combined bending and axial loads . Stresses due to combined bending and axial loads shall satisfy the requirements of Section 2406 ( e ) where f is given by Formula ( 9-1 ) . Walls subjected to bending with or without axial ...
... bending or combined bending and axial loads . Stresses due to combined bending and axial loads shall satisfy the requirements of Section 2406 ( e ) where f is given by Formula ( 9-1 ) . Walls subjected to bending with or without axial ...
Page 284
International Conference of Building Officials. Bending About X - X Axis Bending About Y - Y Axis Loaded Parallel to Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Extreme Fiber in Bending ...
International Conference of Building Officials. Bending About X - X Axis Bending About Y - Y Axis Loaded Parallel to Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Extreme Fiber in Bending ...
Page 285
... bending with load applied parallel to the wide faces of the laminations Axially Loaded Tension Compres- Parallel Compression Parallel To Grain Extreme Fiber in Bending Bending About X - X Axis Loaded Perpendicular to Wide Faces of ...
... bending with load applied parallel to the wide faces of the laminations Axially Loaded Tension Compres- Parallel Compression Parallel To Grain Extreme Fiber in Bending Bending About X - X Axis Loaded Perpendicular to Wide Faces of ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength