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Page 367
( 10 - 8 ) B . In lieu of a more accurate calcuation , EI in Formula ( 10 - 8 ) may be
taken either as ( E1 , 15 ) + Esise El = 1 + Ba . . . . . . . . ( 10 - 9 ) or conservatively
EI = Ec1 . / 2 . 5 1 + Ba * * . . . . . . . . . . . . . . . . ( 10 - 10 ) C . In Formula ( 10 - 7 ) , for
...
( 10 - 8 ) B . In lieu of a more accurate calcuation , EI in Formula ( 10 - 8 ) may be
taken either as ( E1 , 15 ) + Esise El = 1 + Ba . . . . . . . . ( 10 - 9 ) or conservatively
EI = Ec1 . / 2 . 5 1 + Ba * * . . . . . . . . . . . . . . . . ( 10 - 10 ) C . In Formula ( 10 - 7 ) , for
...
Page 434
EXCEPTION : Formula ( 25 - 5 ) need not be complied with if the column design
is based on the column core only . C . Special transverse reinforcement shall be
provided in that portion of the column over a length equal to the maximum
column ...
EXCEPTION : Formula ( 25 - 5 ) need not be complied with if the column design
is based on the column core only . C . Special transverse reinforcement shall be
provided in that portion of the column over a length equal to the maximum
column ...
Page 468
such that the web shear stress will not exceed the value for F , given by Formula (
7 - 1 ) or ( 7 - 2 ) , as applicable and the ratio alh shall not exceed : ( 260 ) 2 ( hlt
nor 3 . 0 . For girders designed for tension field action , the spacing between ...
such that the web shear stress will not exceed the value for F , given by Formula (
7 - 1 ) or ( 7 - 2 ) , as applicable and the ratio alh shall not exceed : ( 260 ) 2 ( hlt
nor 3 . 0 . For girders designed for tension field action , the spacing between ...
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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