Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 348
... welds , tension stress_trans- verse to the axis of partial penetration groove welds and shear in such welds , when made with A233 Class E60 series elec- trodes or by submerged arc welding Grade SAW - 1 on all steels , or with A233 Class ...
... welds , tension stress_trans- verse to the axis of partial penetration groove welds and shear in such welds , when made with A233 Class E60 series elec- trodes or by submerged arc welding Grade SAW - 1 on all steels , or with A233 Class ...
Page 349
... welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall be considered as the nominal cross - sectional area of the hole or slot , in ...
... welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall be considered as the nominal cross - sectional area of the hole or slot , in ...
Page 367
... weld . This provision shall apply to side and top fillet welds connecting brackets , beam seats and similar connections , on the plane about which bending mo- ments are computed . ( g ) Fillet Welds in Holes and Slots . Fillet welds in ...
... weld . This provision shall apply to side and top fillet welds connecting brackets , beam seats and similar connections , on the plane about which bending mo- ments are computed . ( g ) Fillet Welds in Holes and Slots . Fillet welds in ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength