Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-192
... Bending . A member sub- jected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than ...
... Bending . A member sub- jected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than ...
Page 2-215
... bending . 2. Stress is proportional to strain . 3. Masonry elements combine to form a homogenous member . 2107.1.5 ... bending or combined bending and axial loads . Stresses in columns due to combined bending and axial loads shall ...
... bending . 2. Stress is proportional to strain . 3. Masonry elements combine to form a homogenous member . 2107.1.5 ... bending or combined bending and axial loads . Stresses in columns due to combined bending and axial loads shall ...
Page 2-340
... bending . The stressed skin shall be capable of re- sisting bending stresses due to loads normal to the skin with allow- ance for direction of the face grain . 2322.3.3 Determination of section properties . For determina- tion of bending ...
... bending . The stressed skin shall be capable of re- sisting bending stresses due to loads normal to the skin with allow- ance for direction of the face grain . 2322.3.3 Determination of section properties . For determina- tion of bending ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength