Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 42
... Section 3802 ( f ) for Group H , Divisions 1 , 2 , 3 , 6 and 7 Occupancies . 2. Section 506 for an increase in allowable area . 3. Substitution for one - hour fire - resistive construction pursuant to Section 508 . 4. Section 1716 ...
... Section 3802 ( f ) for Group H , Divisions 1 , 2 , 3 , 6 and 7 Occupancies . 2. Section 506 for an increase in allowable area . 3. Substitution for one - hour fire - resistive construction pursuant to Section 508 . 4. Section 1716 ...
Page 467
... Section 2611 ( m ) 4 G and H. G. The critical slab section for shear shall be perpendicular to the plane of the slab and shall cross each shearhead arm at three fourths the distance [ ↳ − ( c1 , / 2 ) ] from the column face to the end ...
... Section 2611 ( m ) 4 G and H. G. The critical slab section for shear shall be perpendicular to the plane of the slab and shall cross each shearhead arm at three fourths the distance [ ↳ − ( c1 , / 2 ) ] from the column face to the end ...
Page 494
... section shall be considered as producing shear on that section . B. Reaction from any pile whose center is located dp / 2 or more inside the section shall be considered as producing no shear in that section . C. For intermediate ...
... section shall be considered as producing shear on that section . B. Reaction from any pile whose center is located dp / 2 or more inside the section shall be considered as producing no shear in that section . C. For intermediate ...
Contents
Organization and Enforcement | 5 |
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 ceiling 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