Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-186
... side , inches3 ( mm3 ) . SR = stress ratio , the ratio of minimum stress to maximum stress . St = section modulus of a beam , tension side , inches3 ( mm3 ) . S t α = spacing of transverse stiffeners ( clear distance between stiffeners ...
... side , inches3 ( mm3 ) . SR = stress ratio , the ratio of minimum stress to maximum stress . St = section modulus of a beam , tension side , inches3 ( mm3 ) . S t α = spacing of transverse stiffeners ( clear distance between stiffeners ...
Page 2-193
... side of the web , the stiffener spacing , s , shall be the clear distance between the pairs of stiffeners . When a stiffener is composed of a member on one side only of the web , the stiffener spacing , s , shall be the distance between ...
... side of the web , the stiffener spacing , s , shall be the clear distance between the pairs of stiffeners . When a stiffener is composed of a member on one side only of the web , the stiffener spacing , s , shall be the distance between ...
Page 2-279
... side of an opening . The height of a wall pier shall be defined as the clear height of the pier at the side of an opening . The width of a wall pier shall be defined as the sheathed width of the pier at the side of an opening . Design ...
... side of an opening . The height of a wall pier shall be defined as the clear height of the pier at the side of an opening . The width of a wall pier shall be defined as the sheathed width of the pier at the side of an opening . Design ...
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