Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 439
... weld soundness . ( d ) Length of Fillet Welds . The minimum effective length of a strength fillet weld shall be not less than four times the nominal size , or else the size of the weld shall be considered not to exceed one - fourth of ...
... weld soundness . ( d ) Length of Fillet Welds . The minimum effective length of a strength fillet weld shall be not less than four times the nominal size , or else the size of the weld shall be considered not to exceed one - fourth of ...
Page 449
... welds tested for the welder or welding operator . A sampling of at least 40 completed welds for a job shall be made for such reduction evaluation . Reject rate is defined as the number of welds containing rejectable defects divided by ...
... welds tested for the welder or welding operator . A sampling of at least 40 completed welds for a job shall be made for such reduction evaluation . Reject rate is defined as the number of welds containing rejectable defects divided by ...
Page 452
... WELD AND STRESS ALLOWABLE STRESS FILLET WELDS PLUG AND SLOT WELDS REQUIRED WELD STRENGTH LEVEL2 ' Fillet welds and partial penetration groove welds joining the component elements of built - up members , such as flange - to - web ...
... WELD AND STRESS ALLOWABLE STRESS FILLET WELDS PLUG AND SLOT WELDS REQUIRED WELD STRENGTH LEVEL2 ' Fillet welds and partial penetration groove welds joining the component elements of built - up members , such as flange - to - web ...
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