Uniform Building Code Standards |
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Page 341
... fillet must be provided under the head , an angle fillet is acceptable in lieu of a radius . Heads must be well centered . ( d ) Mechanically Driven Nails . Nailheads for mechanically driven nails shall be either " T " headed or with or ...
... fillet must be provided under the head , an angle fillet is acceptable in lieu of a radius . Heads must be well centered . ( d ) Mechanically Driven Nails . Nailheads for mechanically driven nails shall be either " T " headed or with or ...
Page 636
... fillet weld or partial - penetration groove weld with no transition or with transition radius less than 2 inches . 2 inches L 12t or 4 inches L > 12t or 4 inches . Tor Rev. Tor Rev. Tor Rev. D DE Tor Rev. Ror Rev. BUD DE Fillet- welded ...
... fillet weld or partial - penetration groove weld with no transition or with transition radius less than 2 inches . 2 inches L 12t or 4 inches L > 12t or 4 inches . Tor Rev. Tor Rev. Tor Rev. D DE Tor Rev. Ror Rev. BUD DE Fillet- welded ...
Page 647
... fillet welds : Made with E70 series electrodes or F7X - EXXX flux- electrode combinations ... Made with E60 series electrodes or F6X - EXXX flux- electrode combinations . . . . 0.6F , .0.9F 0.75F .21,000 psi . 18,000 psi Tension or ...
... fillet welds : Made with E70 series electrodes or F7X - EXXX flux- electrode combinations ... Made with E60 series electrodes or F6X - EXXX flux- electrode combinations . . . . 0.6F , .0.9F 0.75F .21,000 psi . 18,000 psi Tension or ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone