Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-31
... considered to exist where the effective mass of any story is more than 150 percent of the effective mass of an adjacent story . A roof that is lighter than the floor below need not be considered . 3. Vertical geometric irregularity ...
... considered to exist where the effective mass of any story is more than 150 percent of the effective mass of an adjacent story . A roof that is lighter than the floor below need not be considered . 3. Vertical geometric irregularity ...
Page 2-212
... considered as a part or all of the requirement for minimum reinforcement . Reinforce- ment shall be continuous around wall corners and through intersections . Only reinforcement which is continuous in the wall or element shall be considered ...
... considered as a part or all of the requirement for minimum reinforcement . Reinforce- ment shall be continuous around wall corners and through intersections . Only reinforcement which is continuous in the wall or element shall be considered ...
Page 2-271
... considered in the design . Forces described in this section need not act concurrently with those described in Sections 2228.3.2 and 2228.5.1 . 2228.4 Wind Loads . Outdoor racks exposed to wind shall be de- signed for the wind loads ...
... considered in the design . Forces described in this section need not act concurrently with those described in Sections 2228.3.2 and 2228.5.1 . 2228.4 Wind Loads . Outdoor racks exposed to wind shall be de- signed for the wind loads ...
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