Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 275
... Ultimate conditions of equilibrium and compatibility of strains . The Strength Design simplified design formulas given in Sections 2616 and 2619 ( Continued ) are satisfactory . Strain in the concrete shall be assumed directly propor ...
... Ultimate conditions of equilibrium and compatibility of strains . The Strength Design simplified design formulas given in Sections 2616 and 2619 ( Continued ) are satisfactory . Strain in the concrete shall be assumed directly propor ...
Page 278
... ultimate strength given by : 0.85 ki fe ' 87,000 Pb = ( 16-2 ) fy 87,000+ fy ( c ) Rectangular Beams with Compression Reinforcement . The ultimate design resisting moment in rectangular beams with compression reinforcement shall be ...
... ultimate strength given by : 0.85 ki fe ' 87,000 Pb = ( 16-2 ) fy 87,000+ fy ( c ) Rectangular Beams with Compression Reinforcement . The ultimate design resisting moment in rectangular beams with compression reinforcement shall be ...
Page 318
... Ultimate Strength Design ( Sections 2615 to 2619 ) . Design Method . In calculating the ultimate strength of a section , no distinction is made between shored and unshored members . Limitations . For beams designed on the basis of ultimate ...
... Ultimate Strength Design ( Sections 2615 to 2619 ) . Design Method . In calculating the ultimate strength of a section , no distinction is made between shored and unshored members . Limitations . For beams designed on the basis of ultimate ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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