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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 CF may
be ...
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 CF may
be ...
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
bearings ...
( 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
bearings ...
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 effective ...
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 effective ...
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Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood
Bibliographic information
| Title | Uniform Building Code Uniform Building Code, International Conference of Building Officials |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 14 Aug 2008 |
| Length | 817 pages |
| Export Citation | BiBTeX EndNote RefMan |