Uniform Building Code |
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Page 327
... wire shall be not smaller than size D4 , and for wire with a specified yield strength f , exceeding 60,000 psi , fy shall be the stress correspond- ing to a strain of 0.35 percent . Welded smooth wire fabric for concrete reinforcement ...
... wire shall be not smaller than size D4 , and for wire with a specified yield strength f , exceeding 60,000 psi , fy shall be the stress correspond- ing to a strain of 0.35 percent . Welded smooth wire fabric for concrete reinforcement ...
Page 389
... wire fabric , with no cross wires within the development length , shall be determined as for deformed wire . ( i ) Development of Welded Smooth Wire Fabric in Tension . Yield strength of welded smooth wire fabric shall be considered ...
... wire fabric , with no cross wires within the development length , shall be determined as for deformed wire . ( i ) Development of Welded Smooth Wire Fabric in Tension . Yield strength of welded smooth wire fabric shall be considered ...
Page 536
... wire mesh must be attached at the top and bottom with not less than 8 - penny common wire nails . The grout fill shall be placed to fill the space intimately around the mesh and veneer facing . 2. Stone units ( 10 inches maximum in ...
... wire mesh must be attached at the top and bottom with not less than 8 - penny common wire nails . The grout fill shall be placed to fill the space intimately around the mesh and veneer facing . 2. Stone units ( 10 inches maximum in ...
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