Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 267
... Shear and in this Subsection . The shear stress , " v " , so computed shall Diagonal not exceed 2√ fe , unless shear reinforcement is provided in Tension- accordance with the following paragraph , in which case " o " Working shall not ...
... Shear and in this Subsection . The shear stress , " v " , so computed shall Diagonal not exceed 2√ fe , unless shear reinforcement is provided in Tension- accordance with the following paragraph , in which case " o " Working shall not ...
Page 280
... shear stress carried by concrete . = nominal ultimate shear stress as a measure of diag- = = onal tension . total shear at section . total ultimate shear . ultimate shear carried by web reinforcement . = capacity reduction factor [ see ...
... shear stress carried by concrete . = nominal ultimate shear stress as a measure of diag- = = onal tension . total shear at section . total ultimate shear . ultimate shear carried by web reinforcement . = capacity reduction factor [ see ...
Page 283
... shear stress , vu " , so computed shall not exceed vc = 46 V fe , unless shear reinforcement is provided in accordance with the following paragraph , in which case " vu " shall not exceed 66 V fe . When " vu " exceeds 46 V fc , shear ...
... shear stress , vu " , so computed shall not exceed vc = 46 V fe , unless shear reinforcement is provided in accordance with the following paragraph , in which case " vu " shall not exceed 66 V fe . When " vu " exceeds 46 V fc , shear ...
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