Uniform Building Code |
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Page 123
... girders , or trusses rest on masonry or con- crete walls . Girders and beams shall be closely fitted around columns and adjoining ends shall be cross tied to each other , or intertied by caps or ties , to trans- fer horizontal loads ...
... girders , or trusses rest on masonry or con- crete walls . Girders and beams shall be closely fitted around columns and adjoining ends shall be cross tied to each other , or intertied by caps or ties , to trans- fer horizontal loads ...
Page 421
International Conference of Building Officials. Plate Girders and Rolled Beams Sec . 2707. ( a ) Proportions . Riveted and welded plate girders , cover- plated beams and rolled or welded beams shall be proportioned by the moment of ...
International Conference of Building Officials. Plate Girders and Rolled Beams Sec . 2707. ( a ) Proportions . Riveted and welded plate girders , cover- plated beams and rolled or welded beams shall be proportioned by the moment of ...
Page 424
... girders having A514 flanges and webs shall not exceed that determined by Formula ( 7-1 ) if the flexural stress in the flange exceeds 0.75F . ( h ) Splices . Groove welded splices in plate girders and beams shall develop the full ...
... girders having A514 flanges and webs shall not exceed that determined by Formula ( 7-1 ) if the flexural stress in the flange exceeds 0.75F . ( h ) Splices . Groove welded splices in plate girders and beams shall develop the full ...
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