Uniform Building Code |
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Page 168
... TENSILE STRESS : POUNDS PER SQUARE INCH For deformed bars with a yield strength of 60,000 pounds per square inch or more and in sizes No. 11 and smaller Joint reinforcement , 50 percent of the minimum yield point spec- ified in U.B.C. ...
... TENSILE STRESS : POUNDS PER SQUARE INCH For deformed bars with a yield strength of 60,000 pounds per square inch or more and in sizes No. 11 and smaller Joint reinforcement , 50 percent of the minimum yield point spec- ified in U.B.C. ...
Page 190
... Tensile , Flexural ' 6 9 Normal to bed joints2 M or S mortar 18 N mortar Parallel to bed joints ' M or S mortar N mortar 14 0800 28 6000 260 36 72 56 4. Shear ' M or S mortar N mortar On full area 5. Bearing 36 28 Vm 0.3m but not to 0.3 ...
... Tensile , Flexural ' 6 9 Normal to bed joints2 M or S mortar 18 N mortar Parallel to bed joints ' M or S mortar N mortar 14 0800 28 6000 260 36 72 56 4. Shear ' M or S mortar N mortar On full area 5. Bearing 36 28 Vm 0.3m but not to 0.3 ...
Page 455
... tensile ultimate strength across a butt weld , k.s.i. = tensile yield strength , k.s.i. = tensile yield strength across a butt weld ( 0.2 percent offset in 10 inches gauge length ) , k.s.i. Fy = either For Fey , whichever is smaller ...
... tensile ultimate strength across a butt weld , k.s.i. = tensile yield strength , k.s.i. = tensile yield strength across a butt weld ( 0.2 percent offset in 10 inches gauge length ) , k.s.i. Fy = either For Fey , whichever is smaller ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength