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Page 198
... strength in flexure as a square beam hav- ing the same cross - sectional ... strength . For effect of notch on shear strength , see Section 2506 ... shear . The shear 198 2505-2506 UNIFORM BUILDING CODE Identification Horizontal Member Design.
... strength in flexure as a square beam hav- ing the same cross - sectional ... strength . For effect of notch on shear strength , see Section 2506 ... shear . The shear 198 2505-2506 UNIFORM BUILDING CODE Identification Horizontal Member Design.
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 455
... strength , k.s.i. Fbuw Fby Fbyw F = = F = с Fcy cy cyw Fec F Fp n pw Fs F su Fsuw F F sy syw bearing ultimate ... shear stress for members subjected only to torsion or shear , k.s.i. = shear ultimate strength , k.s.i. = shear ultimate ...
... strength , k.s.i. Fbuw Fby Fbyw F = = F = с Fcy cy cyw Fec F Fp n pw Fs F su Fsuw F F sy syw bearing ultimate ... shear stress for members subjected only to torsion or shear , k.s.i. = shear ultimate strength , k.s.i. = shear ultimate ...
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