Uniform Building Code |
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Page 52
... limited , if the building is provided with an approved automatic sprinkler system throughout , as specified in Chapter 38 , and entirely surrounded and ad- joined by public space , streets or yards not less than 60 feet in width . The ...
... limited , if the building is provided with an approved automatic sprinkler system throughout , as specified in Chapter 38 , and entirely surrounded and ad- joined by public space , streets or yards not less than 60 feet in width . The ...
Page 209
... limited to 1/360 of the span between supporting joists or beams . Deflection of flooring relative to joists under a 1 - inch - diameter con- centrated load of 200 pounds limited to 0.125 inch or less when loaded midway between ...
... limited to 1/360 of the span between supporting joists or beams . Deflection of flooring relative to joists under a 1 - inch - diameter con- centrated load of 200 pounds limited to 0.125 inch or less when loaded midway between ...
Page 355
... limited to a diameter such that computed for f , by Section 2612 ( f ) does not exceed M V1 + la u M , is the computed flexural strength assuming all reinforcement at the sec- tion to be stressed to f ,; V , is the maximum applied shear ...
... limited to a diameter such that computed for f , by Section 2612 ( f ) does not exceed M V1 + la u M , is the computed flexural strength assuming all reinforcement at the sec- tion to be stressed to f ,; V , is the maximum applied shear ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength