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Page 438
... stress in reinforcement , psi . fy M = = n = specified yield strength of reinforcement , psi . See Section 2603 ( f ) ... shear reinforcement in direction parallel to longitudinal reinforcement , inches . v = design shear stress . Vc V βε ...
... stress in reinforcement , psi . fy M = = n = specified yield strength of reinforcement , psi . See Section 2603 ( f ) ... shear reinforcement in direction parallel to longitudinal reinforcement , inches . v = design shear stress . Vc V βε ...
Page 440
... Shear and Torsion . Design shear stress v shall be computed by : V V = bud ( 28-1 ) where V is design shear force at section considered . When the reaction , in direction of applied shear , introduces compression into the end regions of ...
... Shear and Torsion . Design shear stress v shall be computed by : V V = bud ( 28-1 ) where V is design shear force at section considered . When the reaction , in direction of applied shear , introduces compression into the end regions of ...
Page 443
... stress for shear taken as 55 percent of that given in Section 2611 ( h ) 3. Permissible stress in shear friction reinforcement shall be that given in Section 2628 ( d ) 2 . ( 1 ) Special Provisions for Slabs and Footings . 1. Shear ...
... stress for shear taken as 55 percent of that given in Section 2611 ( h ) 3. Permissible stress in shear friction reinforcement shall be that given in Section 2628 ( d ) 2 . ( 1 ) Special Provisions for Slabs and Footings . 1. Shear ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength