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 | 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