Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-3
... percent for members receiv- ing load from one level only , 60 percent for other members or R , as determined by the following formula : WHERE : A = D L R = 23.1 ( 1 + D / L ) ( 7-2 ) area of floor or roof supported by the member ...
... percent for members receiv- ing load from one level only , 60 percent for other members or R , as determined by the following formula : WHERE : A = D L R = 23.1 ( 1 + D / L ) ( 7-2 ) area of floor or roof supported by the member ...
Page 2-31
... percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity shall be considered to exist where the effective mass of any story is ...
... percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity shall be considered to exist where the effective mass of any story is ...
Page 2-262
... percent of the flexural strength of the entire section [ i.e. , btf ( d - tf ) Fy > 0.7ZxFy ] the web connection may be made by means of welding or high - strength bolting . For girders not meeting the criteria in the paragraph above ...
... percent of the flexural strength of the entire section [ i.e. , btf ( d - tf ) Fy > 0.7ZxFy ] the web connection may be made by means of welding or high - strength bolting . For girders not meeting the criteria in the paragraph above ...
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