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Page 127
In this system the required lateral forces are resisted by shear walls or braced
frames as hereinafter defined . BRACED FRAME is a truss system or its
equivalent which is provided to resist lateral forces in the frame system and in
which the ...
In this system the required lateral forces are resisted by shear walls or braced
frames as hereinafter defined . BRACED FRAME is a truss system or its
equivalent which is provided to resist lateral forces in the frame system and in
which the ...
Page 142
Buildings with a dual bracing system consisting of a ductile moment - resisting
space frame and shear walls or braced frames using the following design criteria
: a . The frames and shear walls shall resist the total lateral force in accordance ...
Buildings with a dual bracing system consisting of a ductile moment - resisting
space frame and shear walls or braced frames using the following design criteria
: a . The frames and shear walls shall resist the total lateral force in accordance ...
Page 364
0 2 . 0 12 / 12 ( ail2 / 11 ) = 0 ( ail2 / 11 ) > 1 . 0 60 45 T Linear interpolations shall
be made between the values shown . The beam shall be proportioned to resist
85 percent of the column strip moment if ( a , l2 / 11 ) is equal to or greater than 1 .
0 2 . 0 12 / 12 ( ail2 / 11 ) = 0 ( ail2 / 11 ) > 1 . 0 60 45 T Linear interpolations shall
be made between the values shown . The beam shall be proportioned to resist
85 percent of the column strip moment if ( a , l2 / 11 ) is equal to or greater than 1 .
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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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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