Uniform Building Code Standards |
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Page 682
... stiffeners and not more than 32 inch for the remaining 25 percent of the projected area . Girders without stiffeners shall bear on the projected area of the web on the outer flange surface within 0.010 inch , and the included angle ...
... stiffeners and not more than 32 inch for the remaining 25 percent of the projected area . Girders without stiffeners shall bear on the projected area of the web on the outer flange surface within 0.010 inch , and the included angle ...
Page 849
International Conference of Building Officials. ( c ) Stiffeners for Compression Elements . 1. Edge stiffeners . For a flat compres- sion element to be considered as a " stiffened compression element " it shall be stif- fened along each ...
International Conference of Building Officials. ( c ) Stiffeners for Compression Elements . 1. Edge stiffeners . For a flat compres- sion element to be considered as a " stiffened compression element " it shall be stif- fened along each ...
Page 911
... 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 the ...
... 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 the ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone