Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 473
... prestress , psi . = average compressive stress in concrete due to effective prestress force only ( after allowance for all prestress losses ) , psi . = stress in prestressed reinforcement at nominal strength , psi . = = specified ...
... prestress , psi . = average compressive stress in concrete due to effective prestress force only ( after allowance for all prestress losses ) , psi . = stress in prestressed reinforcement at nominal strength , psi . = = specified ...
Page 474
... 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 479
... prestressed compression members . A. Members with average prestress fpe less than 225 psi shall have minimum rein- forcement in accordance with Sections 2607 ( k ) and 2609 ( j ) 1 and 2 for columns , or Section 2614 ( d ) for walls . B ...
... prestressed compression members . A. Members with average prestress fpe less than 225 psi shall have minimum rein- forcement in accordance with Sections 2607 ( k ) and 2609 ( j ) 1 and 2 for columns , or Section 2614 ( d ) for walls . B ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength