Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 495
... metal must be used ; see Table No. 27-6 - E of U.B.C. Standard No. 27-6 COMPLETE PENETRATION GROOVE WELDS 1. Tension normal to the effective area Same as base metal 2. Compression normal to the effective area Same as base metal 495 ...
... metal must be used ; see Table No. 27-6 - E of U.B.C. Standard No. 27-6 COMPLETE PENETRATION GROOVE WELDS 1. Tension normal to the effective area Same as base metal 2. Compression normal to the effective area Same as base metal 495 ...
Page 577
... Metal hoods shall be kept a minimum of 18 inches from combustible materials unless approved for reduced clearances . ( e ) Metal Heat Circulators . Approved metal heat circulators may be installed in fireplaces . ( f ) Smoke Chamber ...
... Metal hoods shall be kept a minimum of 18 inches from combustible materials unless approved for reduced clearances . ( e ) Metal Heat Circulators . Approved metal heat circulators may be installed in fireplaces . ( f ) Smoke Chamber ...
Page 651
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spacing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spacing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
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