Uniform Building Code Standards |
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Page 369
... flange and compression flange corresponds to allowable values for t and c , respectively . Also see Section 25.1815 ( a ) 3 and 5 . 1 = net moment of inertia in inches to the fourth power of all continuous parallel grain material in the ...
... flange and compression flange corresponds to allowable values for t and c , respectively . Also see Section 25.1815 ( a ) 3 and 5 . 1 = net moment of inertia in inches to the fourth power of all continuous parallel grain material in the ...
Page 371
... Flange - web shear ( rolling shear ) . For beams having one or two webs , the allow- able flange - web shear on pressure - glued or nail - glued systems shall not exceed the value established by the following formula : V = nsdl On WHERE ...
... Flange - web shear ( rolling shear ) . For beams having one or two webs , the allow- able flange - web shear on pressure - glued or nail - glued systems shall not exceed the value established by the following formula : V = nsdl On WHERE ...
Page 682
... flange of welded beams or girders shall be determined by measuring the offset at the toe of the flange from a line normal to the plane of the web through the intersection of the center line of the web with the outside surface of the ...
... flange of welded beams or girders shall be determined by measuring the offset at the toe of the flange from a line normal to the plane of the web through the intersection of the center line of the web with the outside surface of 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