Uniform Building Code |
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Page 296
... prestressed concrete , the friction caused by the unintended deviation of the prestressing tendon from its specified profile . YIELD STRENGTH OR YIELD POINT ( f ) . Specified minimum yield strength or yield point of reinforcement in ...
... prestressed concrete , the friction caused by the unintended deviation of the prestressing tendon from its specified profile . YIELD STRENGTH OR YIELD POINT ( f ) . Specified minimum yield strength or yield point of reinforcement in ...
Page 378
... prestress . = calculated stress in prestressing steel at design load , psi . = ultimate strength of prestressing steel , psi . = specified yield strength of prestressing steel , psi . = effective stress in prestressing steel , after ...
... prestress . = calculated stress in prestressing steel at design load , psi . = ultimate strength of prestressing steel , psi . = specified yield strength of prestressing steel , psi . = effective stress in prestressing steel , after ...
Page 379
International Conference of Building Officials. prestressed with high strength steel meeting the requirements for prestress ... prestressing shall be considered in the design . The effects on the adjoining structure of elastic and plastic ...
International Conference of Building Officials. prestressed with high strength steel meeting the requirements for prestress ... prestressing shall be considered in the design . The effects on the adjoining structure of elastic and plastic ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength