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Page 296
A method of prestressing in which the tendons are tensioned before the concrete
is placed REINFORCED CONCRETE . Concrete containing ' reinforcement ,
including prestressing steel , and designed on the assumption that the two
materials ...
A method of prestressing in which the tendons are tensioned before the concrete
is placed REINFORCED CONCRETE . Concrete containing ' reinforcement ,
including prestressing steel , and designed on the assumption that the two
materials ...
Page 378
specified compressive strength of concrete , psi . f ' di = compressive strength of
concrete at time of initial prestress . ... 1 = length of prestressing steel element
from jacking end to any point x ; length of the span in two - way flat plates in the ...
specified compressive strength of concrete , psi . f ' di = compressive strength of
concrete at time of initial prestress . ... 1 = length of prestressing steel element
from jacking end to any point x ; length of the span in two - way flat plates in the ...
Page 379
prestressed with high strength steel meeting the requirements for prestressing
steels in Section 2603 ( f ) 8 and 9 . All provisions of this code not specifically
excluded , and not in conflict with the provisions of this chapter , are to be
considered ...
prestressed with high strength steel meeting the requirements for prestressing
steels in Section 2603 ( f ) 8 and 9 . All provisions of this code not specifically
excluded , and not in conflict with the provisions of this chapter , are to be
considered ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield