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Page 417
... prestressed with wire , strands or bars conforming to provisions for prestressing tendons in Section 2603 ( f ) 4 . All provisions of this code not specifically excluded , and not in conflict with provisions of this section , shall ...
... prestressed with wire , strands or bars conforming to provisions for prestressing tendons in Section 2603 ( f ) 4 . All provisions of this code not specifically excluded , and not in conflict with provisions of this section , shall ...
Page 422
... prestressing . Effects of pres- tress , creep , shrinkage and temperature change shall be included . 2. Limits for reinforcement of prestressed compression members . A. Members with average prestress for less than 225 psi shall have ...
... prestressing . Effects of pres- tress , creep , shrinkage and temperature change shall be included . 2. Limits for reinforcement of prestressed compression members . A. Members with average prestress for less than 225 psi shall have ...
Page 424
... Prestressing Tendons . Burning or welding operations in vicinity of prestressing tendons shall be carefully performed , so that tendons are not subject to excessive temperatures , welding sparks or ground currents . ( s ) Application ...
... Prestressing Tendons . Burning or welding operations in vicinity of prestressing tendons shall be carefully performed , so that tendons are not subject to excessive temperatures , welding sparks or ground currents . ( s ) Application ...
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