Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page vii
... Section 501 Sample Ordinance for Adoption of the Uniform Building Code , Volumes 1 , 2 and 3 ........ 1 - xix ... Requirements Chapter 2 Definitions and Abbreviations 1-7 Section 602 Type I Fire - resistive Buildings Section 603 Type II ...
... Section 501 Sample Ordinance for Adoption of the Uniform Building Code , Volumes 1 , 2 and 3 ........ 1 - xix ... Requirements Chapter 2 Definitions and Abbreviations 1-7 Section 602 Type I Fire - resistive Buildings Section 603 Type II ...
Page xiii
... Chapter 24 Glass and Glazing 2-379 2-272 Excerpts from Chapter 25 Section 2230 Adoption 2-272 Gypsum Board and Plaster 2-381 Chapter 23 Wood 2-273 Excerpts from Chapter 35 Division I General Design Requirements 2-273 Uniform Building Code ...
... Chapter 24 Glass and Glazing 2-379 2-272 Excerpts from Chapter 25 Section 2230 Adoption 2-272 Gypsum Board and Plaster 2-381 Chapter 23 Wood 2-273 Excerpts from Chapter 35 Division I General Design Requirements 2-273 Uniform Building Code ...
Page 2-135
... requirements of Section 1912.14.3.3 or 1912.14.3.4 are allowed only for No. 5 bars and smaller and in accordance with Section 1912.15.4 . 1912.14.3.6 Welded splices and mechanical connections shall maintain the clearance and coverage ...
... requirements of Section 1912.14.3.3 or 1912.14.3.4 are allowed only for No. 5 bars and smaller and in accordance with Section 1912.15.4 . 1912.14.3.6 Welded splices and mechanical connections shall maintain the clearance and coverage ...
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