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Page 52
... specified in Chapter 38 , and entirely surrounded and ad- joined by public space , streets or yards not less than 60 feet in width . The area of a Group B , Division 4 Occupancy in a one - story Type II , Type III , One - hour or Type ...
... specified in Chapter 38 , and entirely surrounded and ad- joined by public space , streets or yards not less than 60 feet in width . The area of a Group B , Division 4 Occupancy in a one - story Type II , Type III , One - hour or Type ...
Page 166
... specified in Chapter 23 , and with due allowance for the effect of eccentric loads . ( b ) Combination of Units . In walls or other structural members com- posed of different kinds or grades of units , materials , or mortars , the ...
... specified in Chapter 23 , and with due allowance for the effect of eccentric loads . ( b ) Combination of Units . In walls or other structural members com- posed of different kinds or grades of units , materials , or mortars , the ...
Page 397
... specified compressive strength of concrete , psi . с fy h P. ρ As / bd p ' A / bd d Sh Vd V1 Vu = = = specified yield strength of nonprestressed reinforcement , psi . specified yield strength of hoop reinforcement , psi . = largest core ...
... specified compressive strength of concrete , psi . с fy h P. ρ As / bd p ' A / bd d Sh Vd V1 Vu = = = specified yield strength of nonprestressed reinforcement , psi . specified yield strength of hoop reinforcement , psi . = largest core ...
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