Uniform Building Code |
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Page 317
... splices or other positive connections may be used . A full welded splice is one in which the bars are butted and ... splices or positive connections not meeting these requirements may be used in regions of low computed stress in ...
... splices or other positive connections may be used . A full welded splice is one in which the bars are butted and ... splices or positive connections not meeting these requirements may be used in regions of low computed stress in ...
Page 318
... splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( iii ) The requirements of Section 2607 ( g ) 2 for welded splices or positive connections may be waived if the splices are staggered at least 24 inches and in ...
... splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( iii ) The requirements of Section 2607 ( g ) 2 for welded splices or positive connections may be waived if the splices are staggered at least 24 inches and in ...
Page 319
... splices , butt welded splices , positive connec- tions , or end bearing splices may be used . The total tensile capacity pro- vided in each face of the column by the splices alone or by the splices in combination with continuing ...
... splices , butt welded splices , positive connec- tions , or end bearing splices may be used . The total tensile capacity pro- vided in each face of the column by the splices alone or by the splices in combination with continuing ...
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