Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-47
... compressive strength f'e shall not exceed 5,000 psi ( 34.47 MPa ) and the ratio of steel minimum specified yield strength fy to concrete specified compressive strength f'c shall not be less than 6 . 4. The pile diameter is not greater ...
... compressive strength f'e shall not exceed 5,000 psi ( 34.47 MPa ) and the ratio of steel minimum specified yield strength fy to concrete specified compressive strength f'c shall not be less than 6 . 4. The pile diameter is not greater ...
Page 2-209
... compressive strength of masonry f'm shall be in accord- ance with one of the sections in this subsection . 2105.3.2 Masonry prism testing . The compressive strength of masonry determined in accordance with UBC Standard 21-17 for each ...
... compressive strength of masonry f'm shall be in accord- ance with one of the sections in this subsection . 2105.3.2 Masonry prism testing . The compressive strength of masonry determined in accordance with UBC Standard 21-17 for each ...
Page 2-230
... COMPRESSIVE STRENGTH OF MASONRY , f'm ( psi ) BASED ON SPECIFYING THE COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1 , 2 ( psi ) 14,000 or more 12,000 10,000 8,000 6,000 4,000 COMPRESSIVE STRENGTH OF ...
... COMPRESSIVE STRENGTH OF MASONRY , f'm ( psi ) BASED ON SPECIFYING THE COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1 , 2 ( psi ) 14,000 or more 12,000 10,000 8,000 6,000 4,000 COMPRESSIVE STRENGTH OF ...
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