Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 123
... exceed 100 feet . ( e ) Group I Occupancy Exits . In Group I Occupancies , other than jails , prisons and reformatories , sleeping rooms shall not be permitted to have required exits through the atrium . ( f ) Occupancy Separation ...
... exceed 100 feet . ( e ) Group I Occupancy Exits . In Group I Occupancies , other than jails , prisons and reformatories , sleeping rooms shall not be permitted to have required exits through the atrium . ( f ) Occupancy Separation ...
Page 522
... exceed 4,000 psi . Lightweight aggregate concrete with higher design compres- sive strength may be used if demonstrated by experimental evidence that structural members made with that lightweight aggregate concrete provide strength and ...
... exceed 4,000 psi . Lightweight aggregate concrete with higher design compres- sive strength may be used if demonstrated by experimental evidence that structural members made with that lightweight aggregate concrete provide strength and ...
Page 539
... exceed √fe , and v shall not exceed 3 √ƒ'c . 5. If shear reinforcement consisting of steel I or channel shapes ( shearheads ) is provided in accordance with Section 2611 ( m ) 4 of this code , v on the critical sec- tion defined in ...
... exceed √fe , and v shall not exceed 3 √ƒ'c . 5. If shear reinforcement consisting of steel I or channel shapes ( shearheads ) is provided in accordance with Section 2611 ( m ) 4 of this code , v on the critical sec- tion defined in ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength