Uniform Building Code |
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Page 417
... Welds . Except as modified by Section 2704 , weld stresses shall com- ply with Table No. 27 - B - 1 . ( e ) Effective Areas of Weld Metal . The effective area of groove and fillet welds shall be considered as the effective length of the ...
... Welds . Except as modified by Section 2704 , weld stresses shall com- ply with Table No. 27 - B - 1 . ( e ) Effective Areas of Weld Metal . The effective area of groove and fillet welds shall be considered as the effective length of the ...
Page 436
... weld is especially designated on the drawings to be built out to obtain full throat thickness . ( c ) Minimum Size of Fillet Welds and Partial Penetration Welds . The minimum size of fillet weld or partial penetration groove weld shall ...
... weld is especially designated on the drawings to be built out to obtain full throat thickness . ( c ) Minimum Size of Fillet Welds and Partial Penetration Welds . The minimum size of fillet weld or partial penetration groove weld shall ...
Page 437
... Welds . Intermittent fillet welds may be used to transfer calculated stress across a joint or faying surfaces when the strength required is less than that developed by a continuous fillet weld of the smallest permitted size , and to ...
... Welds . Intermittent fillet welds may be used to transfer calculated stress across a joint or faying surfaces when the strength required is less than that developed by a continuous fillet weld of the smallest permitted size , and to ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength