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 fy fvl 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 fy fvl 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 | 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