Uniform Building Code |
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Page 168
... COMPRESSIVE STRESS IN COLUMN VERTICALS : ..... 20,000 40 percent of the minimum yield strength , but not to exceed .. 24,000 COMPRESSIVE STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural members , the allowable stress ...
... COMPRESSIVE STRESS IN COLUMN VERTICALS : ..... 20,000 40 percent of the minimum yield strength , but not to exceed .. 24,000 COMPRESSIVE STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural members , the allowable stress ...
Page 345
... stress due to dead load , at the extreme fiber of a section at which tensile stresses are caused by applied load , psi . = = compressive stress in the concrete , after all prestress losses have occurred , at the centroid of the cross ...
... stress due to dead load , at the extreme fiber of a section at which tensile stresses are caused by applied load , psi . = = compressive stress in the concrete , after all prestress losses have occurred , at the centroid of the cross ...
Page 455
... k , = coefficient for determining slenderness limit S2 for sections for which the allowable compressive stress is based on crippling strength . K2 = coefficient for determining allowable compressive stress in sec- 455 1976 EDITION 2801.
... k , = coefficient for determining slenderness limit S2 for sections for which the allowable compressive stress is based on crippling strength . K2 = coefficient for determining allowable compressive stress in sec- 455 1976 EDITION 2801.
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