Uniform Building Code |
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Page 421
... weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ' . 2. A distance equal to one and one - half times the width of the ...
... weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ' . 2. A distance equal to one and one - half times the width of the ...
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 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength