Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 88
Page 2-175
... exceed f ' . ( For SI : 0.083 √ ) , and v shall not exceed 3√ƒ ' ( For SI : 0.25 √ƒ ' ) . 1926.7.7.5 If shear reinforcement consisting of steel I or channel shapes ( shearheads ) is provided in accordance with Section 1911.12.4 of ...
... exceed f ' . ( For SI : 0.083 √ ) , and v shall not exceed 3√ƒ ' ( For SI : 0.25 √ƒ ' ) . 1926.7.7.5 If shear reinforcement consisting of steel I or channel shapes ( shearheads ) is provided in accordance with Section 1911.12.4 of ...
Page 2-224
... exceed 6 . The nominal width of the beam shall be the greater of 8 inches ( 203 mm ) or 1/26 of the clear span between pier faces . Piers . The nominal depth of piers shall not exceed 96 inches ( 2438 mm ) . Nominal depth shall not be ...
... exceed 6 . The nominal width of the beam shall be the greater of 8 inches ( 203 mm ) or 1/26 of the clear span between pier faces . Piers . The nominal depth of piers shall not exceed 96 inches ( 2438 mm ) . Nominal depth shall not be ...
Page 2-226
... exceed the ratio listed in Table 21 - L . 2109.4 Compressive Stresses . 2109.4.1 General . Compressive stresses in masonry due to ver- tical dead loads plus live loads , excluding wind or seismic loads , shall be determined in ...
... exceed the ratio listed in Table 21 - L . 2109.4 Compressive Stresses . 2109.4.1 General . Compressive stresses in masonry due to ver- tical dead loads plus live loads , excluding wind or seismic loads , shall be determined in ...
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