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Page 346
... reinforcement . design axial load normal to the cross section occurring simultaneously with V , to be taken as ... shear or torsion reinforcement spacing in a direction parallel to the longitudinal reinforcement . S1 = S2 Tu = = spacing ...
... reinforcement . design axial load normal to the cross section occurring simultaneously with V , to be taken as ... shear or torsion reinforcement spacing in a direction parallel to the longitudinal reinforcement . S1 = S2 Tu = = spacing ...
Page 351
... Shear Reinforcement . Shear reinforcement shall conform to the general requirements of Section 2611 ( b ) . When shear reinforcement perpendicular to the longitudinal axis is used , the required area of shear reinforcement shall be not ...
... Shear Reinforcement . Shear reinforcement shall conform to the general requirements of Section 2611 ( b ) . When shear reinforcement perpendicular to the longitudinal axis is used , the required area of shear reinforcement shall be not ...
Page 354
... shear reinforcement Avh parallel to the main reinforce- ment shall not be less than 0.0025 bs2 , and s1⁄2 shall not exceed d / 3 or 18 in- ches . ( k ) Special Provisions for Slabs and Footings . 1. The shear strength of slabs and ...
... shear reinforcement Avh parallel to the main reinforce- ment shall not be less than 0.0025 bs2 , and s1⁄2 shall not exceed d / 3 or 18 in- ches . ( k ) Special Provisions for Slabs and Footings . 1. The shear strength of slabs and ...
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