Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 287
... specified are used in the bearing area on the face of the member subjected to the compression perpendicular to grain stress , FL may be increased to 385 psi . 15 Where specified , this value may be increased to 450 psi by providing in ...
... specified are used in the bearing area on the face of the member subjected to the compression perpendicular to grain stress , FL may be increased to 385 psi . 15 Where specified , this value may be increased to 450 psi by providing in ...
Page 333
... specified in this chapter . Reinforcement to be welded shall be indicated on the drawings and welding procedure to be used shall be specified . Steel specifications , except for A706 , shall be supplemented to require a report of ...
... specified in this chapter . Reinforcement to be welded shall be indicated on the drawings and welding procedure to be used shall be specified . Steel specifications , except for A706 , shall be supplemented to require a report of ...
Page 431
... specified compressive strength of concrete , psi . fy specified yield strength of nonprestressed reinforcement , psi . fyh h = = = = specified yield strength of hoop reinforcement , psi . largest core dimension of rectangular tied ...
... specified compressive strength of concrete , psi . fy specified yield strength of nonprestressed reinforcement , psi . fyh h = = = = specified yield strength of hoop reinforcement , psi . largest core dimension of rectangular tied ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength