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Page 397
A slab system , including the slab and beams ( if any ) between supports , and supporting columns or walls may be designed by either the direct design method [ Section 2613 ( h ) ] or the equivalent frame method [ Section 2613 ( i ) ] .
A slab system , including the slab and beams ( if any ) between supports , and supporting columns or walls may be designed by either the direct design method [ Section 2613 ( h ) ] or the equivalent frame method [ Section 2613 ( i ) ] .
Page 398
special top and bottom slab reinforcement shall be provided at exterior corners in accordance with the following : A. The special reinforcement in both top and bottom of slab shall be sufficient to resist a moment equal to the maximum ...
special top and bottom slab reinforcement shall be provided at exterior corners in accordance with the following : A. The special reinforcement in both top and bottom of slab shall be sufficient to resist a moment equal to the maximum ...
Page 403
Design of slab systems by the equivalent frame method shall be based on assumptions given in Section 2013 ( i ) 2 through 6 , and all sections of slabs and supporting members shall be proportioned for moments and shears thus obtained .
Design of slab systems by the equivalent frame method shall be based on assumptions given in Section 2013 ( i ) 2 through 6 , and all sections of slabs and supporting members shall be proportioned for moments and shears thus obtained .
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood