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Page 154
If both wythes of a cavity wall are axially loaded , each wythe shall be considered to act independently and the effective thickness of each wythe is defined in Section 2407 ( b ) 3 A. If one wythe is axially loaded , the effective ...
If both wythes of a cavity wall are axially loaded , each wythe shall be considered to act independently and the effective thickness of each wythe is defined in Section 2407 ( b ) 3 A. If one wythe is axially loaded , the effective ...
Page 348
Effect of haunches shall be considered both in determining moments and in design of members . ( h ) Span Length . ... shall be considered the clear span plus depth of member but need not exceed distance between centers of supports .
Effect of haunches shall be considered both in determining moments and in design of members . ( h ) Span Length . ... shall be considered the clear span plus depth of member but need not exceed distance between centers of supports .
Page 349
Live load may be considered to be applied only to the floor or roof under consideration , and far ends of columns built integrally with the structure may be considered fixed . Arrangement of live load may be limited to combinations of ...
Live load may be considered to be applied only to the floor or roof under consideration , and far ends of columns built integrally with the structure may be considered fixed . Arrangement of live load may be limited to combinations of ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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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