Uniform Building Code Standards |
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Page 636
... groove weld subject to longitudinal loading with detail length , L , and with no transition or with transition radius less than 2 inches . 2 inches < L≤12 or 4 inches L > 12 or 4 inches where is plate thickness . Base metal adjacent to ...
... groove weld subject to longitudinal loading with detail length , L , and with no transition or with transition radius less than 2 inches . 2 inches < L≤12 or 4 inches L > 12 or 4 inches where is plate thickness . Base metal adjacent to ...
Page 728
... GROOVE ARC SPOT ARC SEAM CONNECTION BUTT WELD WELD F Sheet to sheet H WELD F H OH - Sheet to supporting member | | | | F F ( F = flat , H = horizontal , V = vertical , OH = overhead ) FILLET WELD , LAP OR T FLARE- BEVEL- FLARE - V- GROOVE ...
... GROOVE ARC SPOT ARC SEAM CONNECTION BUTT WELD WELD F Sheet to sheet H WELD F H OH - Sheet to supporting member | | | | F F ( F = flat , H = horizontal , V = vertical , OH = overhead ) FILLET WELD , LAP OR T FLARE- BEVEL- FLARE - V- GROOVE ...
Page 967
... groove . ( c ) Glass Grooves Constructed of Angles . The angles used in forming the glass grooves shall be not less than % inch in thickness and shall be of such other dimen- sions as to provide a groove not less than 4 inch deep by ...
... groove . ( c ) Glass Grooves Constructed of Angles . The angles used in forming the glass grooves shall be not less than % inch in thickness and shall be of such other dimen- sions as to provide a groove not less than 4 inch deep by ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone