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Page 302
... prestressing steel unless specifically included . SEGMENTAL MEMBER . A structural member made up of individual elements prestressed together to act as a monolithic unit under service loads . SPAN LENGTH . See Section 2608 ( e ) 3 ...
... prestressing steel unless specifically included . SEGMENTAL MEMBER . A structural member made up of individual elements prestressed together to act as a monolithic unit under service loads . SPAN LENGTH . See Section 2608 ( e ) 3 ...
Page 387
... prestressing forces . Posttensioning anchorages and the supporting concrete shall be design- ed to support the maximum jacking load at the concrete strength at time of prestressing and the end anchorage region shall be designed to ...
... prestressing forces . Posttensioning anchorages and the supporting concrete shall be design- ed to support the maximum jacking load at the concrete strength at time of prestressing and the end anchorage region shall be designed to ...
Page 388
... prestress is over 225 psi and a structural analysis shows adequate strength and stability . 3. Lateral reinforcement . Except for walls , all prestressing steel shall be enclosed by spirals conforming to Section 2607 ( m ) or closed ...
... prestress is over 225 psi and a structural analysis shows adequate strength and stability . 3. Lateral reinforcement . Except for walls , all prestressing steel shall be enclosed by spirals conforming to Section 2607 ( m ) or closed ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength