Uniform Building Code |
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Page 208
... Girders . Girders shall be designed to support the loads specified in this code . Girder end joints shall occur over supports . When a girder is spliced over a support , an adequate tie shall be provided . The end of beams or girders ...
... Girders . Girders shall be designed to support the loads specified in this code . Girder end joints shall occur over supports . When a girder is spliced over a support , an adequate tie shall be provided . The end of beams or girders ...
Page 338
... girders . Joints in girders shall be offset a minimum distance of two times the width of intersecting beams . 3. In beams , girders or slabs . Beams , girders or slabs supported by columns or walls shall not be cast or erected until ...
... girders . Joints in girders shall be offset a minimum distance of two times the width of intersecting beams . 3. In beams , girders or slabs . Beams , girders or slabs supported by columns or walls shall not be cast or erected until ...
Page 474
... 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 inertia of the gross section . No deduction shall be made ...
... 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 inertia of the gross section . No deduction shall be made ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength