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 | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength