Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-27
... units vertical in 12 units horizontal ( 33.3 % slope ) . Arch or dome with rise less than one eighth of span 2. Rise 4 units vertical to less than 12 units vertical in 12 units horizontal ( 33 % to less than 100 % slope ) . Arch or dome ...
... units vertical in 12 units horizontal ( 33.3 % slope ) . Arch or dome with rise less than one eighth of span 2. Rise 4 units vertical to less than 12 units vertical in 12 units horizontal ( 33 % to less than 100 % slope ) . Arch or dome ...
Page 2-206
... units ) 4.4 ASTM C 126 , Ceramic Glazed Structural Clay Facing Tile , Facing Brick and Solid Masonry Units . Load- bearing glazed brick shall conform to the weathering and structural requirements of UBC Standard 21-1 , Section 21.106 ...
... units ) 4.4 ASTM C 126 , Ceramic Glazed Structural Clay Facing Tile , Facing Brick and Solid Masonry Units . Load- bearing glazed brick shall conform to the weathering and structural requirements of UBC Standard 21-1 , Section 21.106 ...
Page 2-406
... unit during a single cycle of prototype testing at a displacement am- plitude of A + . ΣFD * max = sum , for all isolator units , of the absolute values of the individual isolator unit's maximum positive force in kips ( kN ) at positive ...
... unit during a single cycle of prototype testing at a displacement am- plitude of A + . ΣFD * max = sum , for all isolator units , of the absolute values of the individual isolator unit's maximum positive force in kips ( kN ) at positive ...
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