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Page 195
Slenderness factor adjustments for beams . When the depth of a beam exceeds
its breadth , lateral support is required and the slenderness factor C shall be
calculated by the following formula : C , = 1 in which C , = slenderness factor .
Slenderness factor adjustments for beams . When the depth of a beam exceeds
its breadth , lateral support is required and the slenderness factor C shall be
calculated by the following formula : C , = 1 in which C , = slenderness factor .
Page 197
( 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 198
trated load from a critically loaded beam to adjacent parallel beams shall be
calculated . ( c ) Horizontal Shear . The maximum horizontal shear stress in a
solid - sawn or glued - laminated wood beam shall not exceed that calculated by
means ...
trated load from a critically loaded beam to adjacent parallel beams shall be
calculated . ( c ) Horizontal Shear . The maximum horizontal shear stress in a
solid - sawn or glued - laminated wood beam shall not exceed that calculated by
means ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood