Uniform Building Code Standards |
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Page 509
... Fillet welds . The effective weld area shall be the effective weld length multiplied by the effective throat . ( Stress in a fillet weld shall be considered as applied to this effective weld area , for any direction of applied load ...
... Fillet welds . The effective weld area shall be the effective weld length multiplied by the effective throat . ( Stress in a fillet weld shall be considered as applied to this effective weld area , for any direction of applied load ...
Page 692
... fillet welds shall be made in the flat position . Fillet welds may be made in either the flat or horizontal position , except that single pass fillet welds made in the horizontal position shall not exceed 16 inch . 2. The thickness of ...
... fillet welds shall be made in the flat position . Fillet welds may be made in either the flat or horizontal position , except that single pass fillet welds made in the horizontal position shall not exceed 16 inch . 2. The thickness of ...
Page 735
... fillet welding of plate , and flat and horizontal position fillet welding of pipe and tubing . B. Qualification in the 2G ( horizontal ) position qualifies for flat and horizontal position groove and flat and horizontal position fillet ...
... fillet welding of plate , and flat and horizontal position fillet welding of pipe and tubing . B. Qualification in the 2G ( horizontal ) position qualifies for flat and horizontal position groove and flat and horizontal position fillet ...
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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