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Page 181
WHERE : CE = size factor . d = depth of beam in inches . For beams of circular cross section that have a diameter greater than 13.5 inches , or 12 - inch or larger square beams loaded in the plane of the diagonal , the size factor Ce ...
WHERE : CE = size factor . d = depth of beam in inches . For beams of circular cross section that have a diameter greater than 13.5 inches , or 12 - inch or larger square beams loaded in the plane of the diagonal , the size factor Ce ...
Page 184
( a ) Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one half the required length of bearing at each end ; for continuous beams , the span is the distance between centers of ...
( a ) Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one half the required length of bearing at each end ; for continuous beams , the span is the distance between centers of ...
Page 349
In T - beam construction , the flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the ...
In T - beam construction , the flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the ...
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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