Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-47
... Precast Concrete Piles . с 1808.4.1 Materials . Precast concrete piles shall have a speci- fied compressive strength f'e of not less than 3,000 psi ( 20.68 MPa ) , and shall develop a compressive strength of not less than 3,000 psi ...
... Precast Concrete Piles . с 1808.4.1 Materials . Precast concrete piles shall have a speci- fied compressive strength f'e of not less than 3,000 psi ( 20.68 MPa ) , and shall develop a compressive strength of not less than 3,000 psi ...
Page 2-144
... precast construction , reinforcement required to satis- fy Section 1915.8.1 may be provided by anchor bolts or suitable mechanical connectors . 1915.8.3.1 Connection between precast columns or pedestals and supporting members shall meet ...
... precast construction , reinforcement required to satis- fy Section 1915.8.1 may be provided by anchor bolts or suitable mechanical connectors . 1915.8.3.1 Connection between precast columns or pedestals and supporting members shall meet ...
Page 2-145
... Precast columns shall have a nominal strength in tension not less than 200 Ag in pounds ( N ) . For columns with a larger cross section than required by consideration of loading , a reduced effec- tive area Ag , based on cross section ...
... Precast columns shall have a nominal strength in tension not less than 200 Ag in pounds ( N ) . For columns with a larger cross section than required by consideration of loading , a reduced effec- tive area Ag , based on cross section ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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