Uniform Building Code Standards |
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Page 509
... Effective Weld Areas , Lengths and Throat Thickness . 1. Direct butt splices . The effective weld area shall be the nominal cross - sectional area of the bar being spliced . If different size bars are being spliced , the effective weld ...
... Effective Weld Areas , Lengths and Throat Thickness . 1. Direct butt splices . The effective weld area shall be the nominal cross - sectional area of the bar being spliced . If different size bars are being spliced , the effective weld ...
Page 809
... effective up to ( w / t ) tim = 237 / Vf . For flanges with w / t larger than ( w / t ) im WHERE : wit flat - width ratio . b 326 t 64.9 ( w / t ) Vf b = effective design width , inches . f = actual unit stress in the compression ...
... effective up to ( w / t ) tim = 237 / Vf . For flanges with w / t larger than ( w / t ) im WHERE : wit flat - width ratio . b 326 t 64.9 ( w / t ) Vf b = effective design width , inches . f = actual unit stress in the compression ...
Page 863
... effective sections . For fully effective sections ( form factor Q as defined in this section equals unity ) : Fa = 4.60 E , ( KL / r ) 2 with a maximum of F / 2.15 , ksi . ( 27-10-27 ) B. Partially effective sections . For partially ...
... effective sections . For fully effective sections ( form factor Q as defined in this section equals unity ) : Fa = 4.60 E , ( KL / r ) 2 with a maximum of F / 2.15 , ksi . ( 27-10-27 ) B. Partially effective sections . For partially ...
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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