Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-47
... specified 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 ...
... specified 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 ...
Page 2-230
... SPECIFIED 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 ...
... SPECIFIED 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 ...
Page 2-413
... specified in Sections 1665.2.3 and 1665.2.4 shall be augmented to include bilateral load at increments of the total ... specified sequence of tests . 1665.3 Determination of Force - deflection Characteristics . The force - deflection ...
... specified in Sections 1665.2.3 and 1665.2.4 shall be augmented to include bilateral load at increments of the total ... specified sequence of tests . 1665.3 Determination of Force - deflection Characteristics . The force - deflection ...
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