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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 Fb shall be multiplied by
the size factor, CF , as determined by the formula: CF = (12W WHERE: CF = size
...
Size factor adjustment. When the depth of a rectangular sawn bending member
exceeds 12 inches, the allowable unit stress in bending Fb shall be multiplied by
the size factor, CF , as determined by the formula: CF = (12W WHERE: CF = size
...
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 251 1(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 251 1(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 non- prismatic
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 non- prismatic
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 IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
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accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength