Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page v
International Conference of Building Officials. CODES AND RELATED PUBLICATIONS The International Conference of Building Officials ( ICBO ) publishes a family of codes , each correlated with the Uniform Building Code TM to provide ...
International Conference of Building Officials. CODES AND RELATED PUBLICATIONS The International Conference of Building Officials ( ICBO ) publishes a family of codes , each correlated with the Uniform Building Code TM to provide ...
Page xvii
International Conference of Building Officials. EFFECTIVE USE OF THE UNIFORM BUILDING CODE The following procedure may be helpful in using the Uniform Building Code : 1. Classify the building : A. OCCUPANCY CLASSIFICATION : Compute the ...
International Conference of Building Officials. EFFECTIVE USE OF THE UNIFORM BUILDING CODE The following procedure may be helpful in using the Uniform Building Code : 1. Classify the building : A. OCCUPANCY CLASSIFICATION : Compute the ...
Page 2-383
International Conference of Building Officials. Chapter 35 is printed in its entirety in Volume 1 of the Uniform Building Code . Excerpts from Chapter 35 are reprinted herein . Excerpts from Chapter 35 UNIFORM BUILDING CODE STANDARDS ...
International Conference of Building Officials. Chapter 35 is printed in its entirety in Volume 1 of the Uniform Building Code . Excerpts from Chapter 35 are reprinted herein . Excerpts from Chapter 35 UNIFORM BUILDING CODE STANDARDS ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength