Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-174
... shear stress by concrete ve , whenever applicable , effects of axial tension due to creep and shrinkage in restrained members shall be included and it shall be permitted to include effects of inclined flexural compression in variable ...
... shear stress by concrete ve , whenever applicable , effects of axial tension due to creep and shrinkage in restrained members shall be included and it shall be permitted to include effects of inclined flexural compression in variable ...
Page 2-217
... shear stress in shear walls . Where in- plane flexural reinforcement is provided and masonry is used to resist all shear , the allowable shear stress F , in shear walls is : For M / Vd < 1 , Fv Fy = 1 / 3 ( 4M ) . ( 80-45 M ) Vd M ...
... shear stress in shear walls . Where in- plane flexural reinforcement is provided and masonry is used to resist all shear , the allowable shear stress F , in shear walls is : For M / Vd < 1 , Fv Fy = 1 / 3 ( 4M ) . ( 80-45 M ) Vd M ...
Page 2-218
... shear stress in masonry , F , web reinforcement shall be provided and designed to carry the total shear force . Both vertical and hori- zontal shear stresses shall be considered . The area required for shear reinforcement placed ...
... shear stress in masonry , F , web reinforcement shall be provided and designed to carry the total shear force . Both vertical and hori- zontal shear stresses shall be considered . The area required for shear reinforcement placed ...
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