Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-226
... thickness shall be the sums of the nominal thickness of the inner and outer wythes of the masonry . In walls composed of different classes of units and mortars , the ratio of height or length to thickness shall not exceed that allowed ...
... thickness shall be the sums of the nominal thickness of the inner and outer wythes of the masonry . In walls composed of different classes of units and mortars , the ratio of height or length to thickness shall not exceed that allowed ...
Page 2-249
... thickness of panel zone including doubler plates , in . where : = = Width of the column flange , in . 8.4 . Beam and Column Limitations 8.4.a. Beam Flange Area : There shall be no abrupt changes in beam flange areas in plastic hinge re ...
... thickness of panel zone including doubler plates , in . where : = = Width of the column flange , in . 8.4 . Beam and Column Limitations 8.4.a. Beam Flange Area : There shall be no abrupt changes in beam flange areas in plastic hinge re ...
Page 2-474
... Thickness Equivalent Recommended Minimum Thickness Equivalent1 GALVANIZED SHEET Decimal and Nominal Thickness Equivalent Recommended Minimum Thickness Equivalent1 Manufacturer's Standard Gage No. Galvanized Sheet ( inch ) ( mm ) 2 ...
... Thickness Equivalent Recommended Minimum Thickness Equivalent1 GALVANIZED SHEET Decimal and Nominal Thickness Equivalent Recommended Minimum Thickness Equivalent1 Manufacturer's Standard Gage No. Galvanized Sheet ( inch ) ( mm ) 2 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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