Uniform Building Code |
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Page 346
... shear or torsion reinforcement spacing in a direction parallel to the longitudinal reinforcement . S1 = S2 Tu ... stress carried by concrete . Vci CW = shear stress at diagonal cracking due to all design loads , when such cracking is the ...
... shear or torsion reinforcement spacing in a direction parallel to the longitudinal reinforcement . S1 = S2 Tu ... stress carried by concrete . Vci CW = shear stress at diagonal cracking due to all design loads , when such cracking is the ...
Page 354
... shear stress for two - way action shall be computed by Vu = obod .. ( 11-25 ) in which V , and b , are taken at the critical section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v2 = 4 Vf unless shear rein ...
... shear stress for two - way action shall be computed by Vu = obod .. ( 11-25 ) in which V , and b , are taken at the critical section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v2 = 4 Vf unless shear rein ...
Page 455
... stress for member considered as a beam , k.s.i. = bu bearing ultimate strength , k.s.i. Fbuw Fby Fbyw F = = F = с ... shear stress for members subjected only to torsion or shear , k.s.i. = shear ultimate strength , k.s.i. = shear ...
... stress for member considered as a beam , k.s.i. = bu bearing ultimate strength , k.s.i. Fbuw Fby Fbyw F = = F = с ... shear stress for members subjected only to torsion or shear , k.s.i. = shear ultimate strength , k.s.i. = shear ...
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