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Page 470
... metal arc , submerged arc , gas metal arc , flux - cored arc or electrogas welding ; or ( ii ) having an included angle not less than 45 degrees at the root of the groove when deposited in flat or horizontal positions by gas metal arc ...
... metal arc , submerged arc , gas metal arc , flux - cored arc or electrogas welding ; or ( ii ) having an included angle not less than 45 degrees at the root of the groove when deposited in flat or horizontal positions by gas metal arc ...
Page 504
... metal 2. Compression normal to the effective area Same as base metal Same as base metal 3. Tension or compression parallel to the axis of the weld 4. Shear on the effective area 5. Compression normal to effective area 6. Tension or ...
... metal 2. Compression normal to the effective area Same as base metal Same as base metal 3. Tension or compression parallel to the axis of the weld 4. Shear on the effective area 5. Compression normal to effective area 6. Tension or ...
Page 590
... 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 ...
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