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Page 397
... tensile strength provided in each face of the column by splices alone or by splices in combinations with continuing unspliced bars at specified yield strength f , shall be at least twice the calculated tension in that face of the column ...
... tensile strength provided in each face of the column by splices alone or by splices in combinations with continuing unspliced bars at specified yield strength f , shall be at least twice the calculated tension in that face of the column ...
Page 501
... stress for member considered as a beam , ksi . bearing ultimate strength , ksi . bearing ultimate strength within 1.0 inch of a weld , ksi . bearing yield strength , ksi . bearing yield strength within 1.0 inch of a weld , ksi ...
... stress for member considered as a beam , ksi . bearing ultimate strength , ksi . bearing ultimate strength within 1.0 inch of a weld , ksi . bearing yield strength , ksi . bearing yield strength within 1.0 inch of a weld , ksi ...
Page 510
... tensile strength , n F.S. on tensile yield strength , n F.S. on compressive yield strength for short beams , n , F.S. on buckling strength , n , .. F.S. on crippling strength of thin sections , n F.S. on shear buckling of webs , na 4 ...
... tensile strength , n F.S. on tensile yield strength , n F.S. on compressive yield strength for short beams , n , F.S. on buckling strength , n , .. F.S. on crippling strength of thin sections , n F.S. on shear buckling of webs , na 4 ...
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