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Page 294
Chapter 26 CONCRETE Scope Sec . 2601 . The design of structures in concrete
of cast - in - place or precast construction , plain , reinforced or prestressed shall
conform to the rules and principles specified in this chapter . Definitions Sec .
Chapter 26 CONCRETE Scope Sec . 2601 . The design of structures in concrete
of cast - in - place or precast construction , plain , reinforced or prestressed shall
conform to the rules and principles specified in this chapter . Definitions Sec .
Page 299
Steel pipe or tubing for a composite compression member composed of a steel
encased concrete core meeting requirements of Section 2610 ( p ) 4 shall
conform to U . B . C . Standard No . 27 - 1 , Grades A - 53 , A - 500 and A - 501 .
11 .
Steel pipe or tubing for a composite compression member composed of a steel
encased concrete core meeting requirements of Section 2610 ( p ) 4 shall
conform to U . B . C . Standard No . 27 - 1 , Grades A - 53 , A - 500 and A - 501 .
11 .
Page 390
Pneumatically placed Concrete Sec . 2621 . ( a ) General . For the purpose of this
chapter all pneumatically placed concrete shall consist of a mixture of fine
aggregate and cement pneumatically applied by suitable mechanism and to
which ...
Pneumatically placed Concrete Sec . 2621 . ( a ) General . For the purpose of this
chapter all pneumatically placed concrete shall consist of a mixture of fine
aggregate and cement pneumatically applied by suitable mechanism and to
which ...
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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