Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 368
... connected together at intervals of not more than five feet ( 5 ′ ) . Through - bolts and separators may be used , provided that in beams having a depth of twelve inches ( 12 ′′ ) or more , no fewer than two bolts shall be used at each ...
... connected together at intervals of not more than five feet ( 5 ′ ) . Through - bolts and separators may be used , provided that in beams having a depth of twelve inches ( 12 ′′ ) or more , no fewer than two bolts shall be used at each ...
Page 369
... connecting them to the segments of the members . In riveted and bolted construc- tion the pitch in tie plates shall be not more than six diam- eters and the tie plates shall be connected to each segment by at least three fasteners . In ...
... connecting them to the segments of the members . In riveted and bolted construc- tion the pitch in tie plates shall be not more than six diam- eters and the tie plates shall be connected to each segment by at least three fasteners . In ...
Page 443
... connected to a street water main not less than four inches ( 4 " ) in diameter , or when the water pressure is insufficient to maintain 30 pounds pressure at the highest hose outlet such standpipe shall be connected to a pressure tank ...
... connected to a street water main not less than four inches ( 4 " ) in diameter , or when the water pressure is insufficient to maintain 30 pounds pressure at the highest hose outlet such standpipe shall be connected to a pressure tank ...
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