Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 132
The distribution of these forces shall be according to the gravity loads pertaining
thereto . For applicable forces on diaphragms and connections for exterior panels
, refer to Sections 2312 ( j ) 2 D and 2312 ( 1 ) 3 C . ( h ) Drift and Building ...
The distribution of these forces shall be according to the gravity loads pertaining
thereto . For applicable forces on diaphragms and connections for exterior panels
, refer to Sections 2312 ( j ) 2 D and 2312 ( 1 ) 3 C . ( h ) Drift and Building ...
Page 134
Consideration should also be given to minimum gravity loads acting in
combination with lateral forces . D. Diaphragms . Floor and roof diaphragms and
collectors shall be designed to resist the forces determined in accordance with
the ...
Consideration should also be given to minimum gravity loads acting in
combination with lateral forces . D. Diaphragms . Floor and roof diaphragms and
collectors shall be designed to resist the forces determined in accordance with
the ...
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Contents
Effective Use of the Uniform Building Code | 18 |
Part IlDefinitions and Abbreviations | 38 |
Requirements for Group A Occupancies | 61 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade Grain greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited live load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protection ratio reinforcement resist roof Section Select separation shear side single slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood