Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-139
... moment Positive factored moment ... 0.65 0.35 1913.6.3.3 In an end span , total factored static moment M , shall be distributed as follows : ( 3 ) ( 4 ) ( 5 ) Slab without Beams between Interior ( 1 ) ( 2 ) Slab with Beams Supports ...
... moment Positive factored moment ... 0.65 0.35 1913.6.3.3 In an end span , total factored static moment M , shall be distributed as follows : ( 3 ) ( 4 ) ( 5 ) Slab without Beams between Interior ( 1 ) ( 2 ) Slab with Beams Supports ...
Page 2-140
... moments caused by factored loads on the slab system . 1913.6.9.2 At an interior support , supporting elements above and below the slab shall resist the moment specified by Formula ( 13-4 ) in direct proportion to their stiffnesses ...
... moments caused by factored loads on the slab system . 1913.6.9.2 At an interior support , supporting elements above and below the slab shall resist the moment specified by Formula ( 13-4 ) in direct proportion to their stiffnesses ...
Page 2-192
... moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than 0.9 of maximum bending moment in span : fa + fo ≤1 Fa F ( 1 - fa / Fec ) 2 ...
... moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than 0.9 of maximum bending moment in span : fa + fo ≤1 Fa F ( 1 - fa / Fec ) 2 ...
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