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Page 194
Size factor adjustment . When the depth of a rectangular sawn bending member
exceeds 12 inches , the allowable unit stress in bending Fy shall be multiplied by
the size factor , Cf , as determined by the formula : CF = ( 12 / d ) 1 / 9 WHERE ...
Size factor adjustment . When the depth of a rectangular sawn bending member
exceeds 12 inches , the allowable unit stress in bending Fy shall be multiplied by
the size factor , Cf , as determined by the formula : CF = ( 12 / d ) 1 / 9 WHERE ...
Page 195
cumulative with slenderness factor adjustments specified in Section 2504 ( c ) 6 .
Size factor adjustments for glued - laminated members shall be in accordance
with Section 2511 ( d ) 5 . 6 . Slenderness factor adjustments for beams . When
the ...
cumulative with slenderness factor adjustments specified in Section 2504 ( c ) 6 .
Size factor adjustments for glued - laminated members shall be in accordance
with Section 2511 ( d ) 5 . 6 . Slenderness factor adjustments for beams . When
the ...
Page 196
Slenderness factor adjustments are not cumulative with size factor adjustments .
7 . Form factor adjustments . The allowable unit stress in bending for
nonprismatic members shall not exceed the value established by multiplying
such stress by ...
Slenderness factor adjustments are not cumulative with size factor adjustments .
7 . Form factor adjustments . The allowable unit stress in bending for
nonprismatic members shall not exceed the value established by multiplying
such stress by ...
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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