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Page 183
... shear wall . Where the virtual eccentricity exceeds the values given in this Section , shear walls shall be designed in accordance with Section 2418 or 2419 ( a ) . ( ii ) Allowable vertical loads . Allowable vertical loads on ...
... shear wall . Where the virtual eccentricity exceeds the values given in this Section , shear walls shall be designed in accordance with Section 2418 or 2419 ( a ) . ( ii ) Allowable vertical loads . Allowable vertical loads on ...
Page 354
... shear strength of slabs and footings in the vicinity of concentrated loads or reactions is governed by the more ... shear stress for two - way action shall be computed by Vu = obod .. ( 11-25 ) in which V , and b , are taken at the ...
... shear strength of slabs and footings in the vicinity of concentrated loads or reactions is governed by the more ... shear stress for two - way action shall be computed by Vu = obod .. ( 11-25 ) in which V , and b , are taken at the ...
Page 382
... shear ; and all stirrups are fully anchored into all intersecting components . Otherwise , horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress Vah may be calculated at any cross section - V ...
... shear ; and all stirrups are fully anchored into all intersecting components . Otherwise , horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress Vah may be calculated at any cross section - V ...
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