Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-168
... Strength Design . The factored loads on embedded an- chor bolts and headed studs shall not exceed the design strengths determined by Section 1923.3 . In addition to the load factors in Section 1909.2 , a multiplier of 2 shall be used if ...
... Strength Design . The factored loads on embedded an- chor bolts and headed studs shall not exceed the design strengths determined by Section 1923.3 . In addition to the load factors in Section 1909.2 , a multiplier of 2 shall be used if ...
Page 2-219
... STRENGTH DESIGN OF MASONRY 2108.1 General . - 2108.1.1 General provisions . The design of hollow - unit clay and concrete masonry structures using strength design shall com- ply with the provisions of Section 2106 and this section ...
... STRENGTH DESIGN OF MASONRY 2108.1 General . - 2108.1.1 General provisions . The design of hollow - unit clay and concrete masonry structures using strength design shall com- ply with the provisions of Section 2106 and this section ...
Page 2-248
... design strength of partial penetration welded joints , the lesser of OwFwAw or OwFBMAW shall be at least 150 percent of the re- quired strength , where w 0.8 and Fw = 0.6FEXX . = 2. The design strength of welds shall not be less than ...
... design strength of partial penetration welded joints , the lesser of OwFwAw or OwFBMAW shall be at least 150 percent of the re- quired strength , where w 0.8 and Fw = 0.6FEXX . = 2. The design strength of welds shall not be less than ...
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