Uniform Building Code |
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Page 317
... Welded splices or other positive connections may be used . A full welded splice is one in which the bars are butted and welded to develop in tension at least 125 percent of the specified yield strength of the bar . Full positive ...
... Welded splices or other positive connections may be used . A full welded splice is one in which the bars are butted and welded to develop in tension at least 125 percent of the specified yield strength of the bar . Full positive ...
Page 421
... welded beams shall be proportioned by the moment of inertia of the gross section . No deduction shall be made for ... welded cover plates , the welds connecting the cover plate termination to the beam or girder in the length a ...
... welded beams shall be proportioned by the moment of inertia of the gross section . No deduction shall be made for ... welded cover plates , the welds connecting the cover plate termination to the beam or girder in the length a ...
Page 433
... welded sections , k shall be the flange thickness plus the distance to the farthest toe of the connecting weld . t = thickness of flange delivering concentrated load . ts Af = thickness of flange of member to be stiffened . = area of ...
... welded sections , k shall be the flange thickness plus the distance to the farthest toe of the connecting weld . t = thickness of flange delivering concentrated load . ts Af = thickness of flange of member to be stiffened . = area of ...
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