Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 237
... strength , " fe " " , and not more than 20 per cent of the strength tests shall have values less than the specified strength . 2. For structures designed in accordance with the ulti- mate strength design method of this Code , and for ...
... strength , " fe " " , and not more than 20 per cent of the strength tests shall have values less than the specified strength . 2. For structures designed in accordance with the ulti- mate strength design method of this Code , and for ...
Page 274
... strength of concrete ( see Section 2603 ) . fy = yield strength of reinforcement ( see Section 2603 ) . kı = a factor defined in Section 2615 ( d ) 6 . L = specified live load plus impact . p = As / bd . = As ' / bd . p ' Pt = Ast / b'd ...
... strength of concrete ( see Section 2603 ) . fy = yield strength of reinforcement ( see Section 2603 ) . kı = a factor defined in Section 2615 ( d ) 6 . L = specified live load plus impact . p = As / bd . = As ' / bd . p ' Pt = Ast / b'd ...
Page 275
... strength shall be assumed equal to 0.003 . Stress in reinforcing bars below the yield strength , " f " , for the grade of steel used shall be taken as 29,000,000 pounds per square inch times the steel strain . For strain greater than ...
... strength shall be assumed equal to 0.003 . Stress in reinforcing bars below the yield strength , " f " , for the grade of steel used shall be taken as 29,000,000 pounds per square inch times the steel strain . For strain greater than ...
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