Uniform Building Code |
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Page 192
... allowable unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to ...
... allowable unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to ...
Page 519
... Allowable compressive stresses greater than those specified in Section 2909 shall be permitted when substantiat- ing ... Allowable stresses . The allowable unit stresses for round wood piles shall not exceed those set forth in Table No ...
... Allowable compressive stresses greater than those specified in Section 2909 shall be permitted when substantiat- ing ... Allowable stresses . The allowable unit stresses for round wood piles shall not exceed those set forth in Table No ...
Page 521
... Allowable stresses . The allowable stresses shall not exceed 0.35 of the minimum specified yield strength F ,, provided such yield strength shall not be assumed greater than 36,000 pounds per square inch for computational purposes ...
... Allowable stresses . The allowable stresses shall not exceed 0.35 of the minimum specified yield strength F ,, provided such yield strength shall not be assumed greater than 36,000 pounds per square inch for computational purposes ...
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