Uniform Building Code |
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Page 194
... factor adjustment . When the depth of a rectangular sawn bending member exceeds 12 inches , the allowable unit stress in bending F , shall be multiplied by the size factor , C , as determined by the formula : CF = ( 12 / d ) 1/9 b WHERE ...
... factor adjustment . When the depth of a rectangular sawn bending member exceeds 12 inches , the allowable unit stress in bending F , shall be multiplied by the size factor , C , as determined by the formula : CF = ( 12 / d ) 1/9 b WHERE ...
Page 195
... factor adjustments for glued - laminated members shall be in accordance with Section 2511 ( d ) 5 . 6. Slenderness factor adjustments for beams . When the depth of a beam exceeds its breadth , lateral support is required and the ...
... factor adjustments for glued - laminated members shall be in accordance with Section 2511 ( d ) 5 . 6. Slenderness factor adjustments for beams . When the depth of a beam exceeds its breadth , lateral support is required and the ...
Page 196
... 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 the form ...
... 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 the form ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength