Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 17
Page 2-192
... Stiffeners for Shear Webs . If a horizontal stiffener is used on a beam web , it shall be located so that the dis- tance from the toe of the compression flange to the centroid of the stiffener is 0.4 of the distance from the toe of the ...
... Stiffeners for Shear Webs . If a horizontal stiffener is used on a beam web , it shall be located so that the dis- tance from the toe of the compression flange to the centroid of the stiffener is 0.4 of the distance from the toe of the ...
Page 2-193
... stiffener is composed of a pair of members , one on each 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 ...
... stiffener is composed of a pair of members , one on each 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 ...
Page 2-260
... stiffener spacing . Where intermediate web stiffeners are required , the spacing shall conform to the require- ments ... stiffener location . For beams 24 inches ( 610 mm ) in depth and greater , intermediate full - depth web stiffeners ...
... stiffener spacing . Where intermediate web stiffeners are required , the spacing shall conform to the require- ments ... stiffener location . For beams 24 inches ( 610 mm ) in depth and greater , intermediate full - depth web stiffeners ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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