Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-122
... applied loads , pounds per square inch ( MPa ) . fpc = fpe fpu fv = = = = fyl fyv = compressive stress in concrete ( after allowance for all prestress losses ) at centroid of cross section resisting ex- ternally applied loads or at ...
... applied loads , pounds per square inch ( MPa ) . fpc = fpe fpu fv = = = = fyl fyv = compressive stress in concrete ( after allowance for all prestress losses ) at centroid of cross section resisting ex- ternally applied loads or at ...
Page 2-154
... applied in not less than four approxi- mately equal increments . 1920.4.3 Uniform test load shall be applied in a manner to ensure uniform distribution of the load transmitted to the structure or por- tion of the structure being tested ...
... applied in not less than four approxi- mately equal increments . 1920.4.3 Uniform test load shall be applied in a manner to ensure uniform distribution of the load transmitted to the structure or por- tion of the structure being tested ...
Page 2-381
... applied to the same wall . The shear values may be additive when the identical materials applied as specified in this section are applied to both sides of the wall . 2513.2 Masonry and Concrete Construction . Cement plaster , gypsum ...
... applied to the same wall . The shear values may be additive when the identical materials applied as specified in this section are applied to both sides of the wall . 2513.2 Masonry and Concrete Construction . Cement plaster , gypsum ...
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/mē 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