Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page xv
... Wood , Concrete Masonry and Clay Masonry Construction UBC Standard 21-4 Hollow and Solid Load - bearing Concrete ... Wood Shakes 3-311 UBC Standard 21-18 Method of Sampling and Testing Grout 3-381 UBC Standard 15-4 Wood Shingles . 3-317 ...
... Wood , Concrete Masonry and Clay Masonry Construction UBC Standard 21-4 Hollow and Solid Load - bearing Concrete ... Wood Shakes 3-311 UBC Standard 21-18 Method of Sampling and Testing Grout 3-381 UBC Standard 15-4 Wood Shingles . 3-317 ...
Page 2-277
... wood - frame walls and partitions are covered on the interior with plaster , tile or similar materials and are ... Shingles or Shakes . Wood shingles or shakes and asbes- tos cement shingles may be used for exterior wall covering , pro ...
... wood - frame walls and partitions are covered on the interior with plaster , tile or similar materials and are ... Shingles or Shakes . Wood shingles or shakes and asbes- tos cement shingles may be used for exterior wall covering , pro ...
Page 2-480
... wood - frame construction Material ( for construction ) Where required FIREBRICK Definition For chimney lining For ... wood , shakes and shingles 107.6 FIRE RESISTANCE ( see also FIRE - RESISTIVE STANDARDS ) Definition 207 108.8 Of area ...
... wood - frame construction Material ( for construction ) Where required FIREBRICK Definition For chimney lining For ... wood , shakes and shingles 107.6 FIRE RESISTANCE ( see also FIRE - RESISTIVE STANDARDS ) Definition 207 108.8 Of area ...
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