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Page 369
Structural steel encased concrete core . A . For a composite member with
concrete core encased by structural steel , thickness of the steel encasement
shall be not less than - , for each face of width b 3E . nor - , for circular sections of
diameter ...
Structural steel encased concrete core . A . For a composite member with
concrete core encased by structural steel , thickness of the steel encasement
shall be not less than - , for each face of width b 3E . nor - , for circular sections of
diameter ...
Page 521
Effective prestress shall be based on an assumed loss of 30 , 000 pounds per
square inch in the prestressing steel . The allowable stress in the prestressing
steel shall not exceed the values specified in Section 2618 . ( f ) Structural Steel
Piles ...
Effective prestress shall be based on an assumed loss of 30 , 000 pounds per
square inch in the prestressing steel . The allowable stress in the prestressing
steel shall not exceed the values specified in Section 2618 . ( f ) Structural Steel
Piles ...
Page 694
26 - 5 ; 2603 ( 1 ) 2 Fabricated Deformed Steel Bar Mats . Standard Specification
A 184 - 79 of the ASTM . 26 - 6 ; 2603 ( 1 ) 2 Welded Steel Wire Fabric and
Deformed Steel Wire . Standard Specifications A185 - 79 , A496 - 78 and A497 -
79 of ...
26 - 5 ; 2603 ( 1 ) 2 Fabricated Deformed Steel Bar Mats . Standard Specification
A 184 - 79 of the ASTM . 26 - 6 ; 2603 ( 1 ) 2 Welded Steel Wire Fabric and
Deformed Steel Wire . Standard Specifications A185 - 79 , A496 - 78 and A497 -
79 of ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood