Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 211
... beam . Ratio of thickness of web or webs to the full width of beam . 6. Tapered faces . No taper shall be permitted on the ten- sion side of any simple beam . For other members subject to bending , the slope of tapered faces , measured ...
... beam . Ratio of thickness of web or webs to the full width of beam . 6. Tapered faces . No taper shall be permitted on the ten- sion side of any simple beam . For other members subject to bending , the slope of tapered faces , measured ...
Page 251
... beam . Isolated beams in which the T - form is used only for the purpose of providing additional compression area ... beam , nor six times the thickness of the slab , nor one - half the clear distance to the next beam . Where the ...
... beam . Isolated beams in which the T - form is used only for the purpose of providing additional compression area ... beam , nor six times the thickness of the slab , nor one - half the clear distance to the next beam . Where the ...
Page 359
... beam . The bending stress produced by loads Construction after the concrete has hardened shall be computed on the ( Continued ) basis of the moment of inertia of the composite section . Con- crete tension stresses below the neutral axis ...
... beam . The bending stress produced by loads Construction after the concrete has hardened shall be computed on the ( Continued ) basis of the moment of inertia of the composite section . Con- crete tension stresses below the neutral axis ...
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 approved axial load beam bending bolts bond Building Official building or structure ceiling cement cent Code column compression members compressive strength computed conform construction Continued dead load deflection distance exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange flexural members floor Formula frame girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails one-hour fire-resistive openings parallel to grain partitions perpendicular plaster plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch steel stirrups studs Table tension reinforcement tests thickness tion twelve inches 12 Type U.B.C. Standard ultimate strength values vertical welds width wire wood yield strength