Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 451
... metal must be used ; see Table No. 27 - B - 2 1. Tension normal to the effective area Same as base metal PARTIAL PENETRATION GROOVE WELDS ( Continued ) 451 452 TABLE NO . 27 - B - 1 (. Same as base metal Same as base metal 2. Compression ...
... metal must be used ; see Table No. 27 - B - 2 1. Tension normal to the effective area Same as base metal PARTIAL PENETRATION GROOVE WELDS ( Continued ) 451 452 TABLE NO . 27 - B - 1 (. Same as base metal Same as base metal 2. Compression ...
Page 452
... metal shall not exceed 0.40 x yield stress of base metal Same as base metal 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base metal ' For definition of ...
... metal shall not exceed 0.40 x yield stress of base metal Same as base metal 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base metal ' For definition of ...
Page 532
... Metal Chimneys Sec . 3706. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code . Fireplaces and Barbecues Sec . 3707. ( a ) General . Masonry fireplaces , barbecues , smoke cham- bers and ...
... Metal Chimneys Sec . 3706. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code . Fireplaces and Barbecues Sec . 3707. ( a ) General . Masonry fireplaces , barbecues , smoke cham- bers and ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength