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Page 445
... Shear and Torsion . Design shear stress v shall be computed by : v = V bud . ( 26-1 ) where V is design shear force at section considered . When the reaction , in direction of applied shear , introduces compression into the end regions ...
... Shear and Torsion . Design shear stress v shall be computed by : v = V bud . ( 26-1 ) where V is design shear force at section considered . When the reaction , in direction of applied shear , introduces compression into the end regions ...
Page 447
... shear stress v is greater than one half the permissible shear stress v carried by concrete , except : A. Slab and footings . с B. Concrete joist construction defined by Section 2608 ( 1 ) of this code . C. Beams with total depth not ...
... shear stress v is greater than one half the permissible shear stress v carried by concrete , except : A. Slab and footings . с B. Concrete joist construction defined by Section 2608 ( 1 ) of this code . C. Beams with total depth not ...
Page 448
... shear reinforcement . When more than one type of shear reinforcement is used to reinforce the same portion of a ... stress for shear taken as 55 percent of that given in Section 2611 ( h ) 5. Permissible stress in shear friction ...
... shear reinforcement . When more than one type of shear reinforcement is used to reinforce the same portion of a ... stress for shear taken as 55 percent of that given in Section 2611 ( h ) 5. Permissible stress in shear friction ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength