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Page 73
Area and height of open parking garages shall be limited as set forth in Table No
. 7 - A except for increases allowed by Subsection ( e ) . In structures having a
spiral or sloping floor , the horizontal projection of the structure at any cross
section ...
Area and height of open parking garages shall be limited as set forth in Table No
. 7 - A except for increases allowed by Subsection ( e ) . In structures having a
spiral or sloping floor , the horizontal projection of the structure at any cross
section ...
Page 179
The slendemess ratio of a column shall be the greater value obtained by dividing
the effective height h in any direction by the effective thickness t in the
corresponding direction and shall not exceed the value computed by 455 ( 4 - 8
% ) .
The slendemess ratio of a column shall be the greater value obtained by dividing
the effective height h in any direction by the effective thickness t in the
corresponding direction and shall not exceed the value computed by 455 ( 4 - 8
% ) .
Page 481
Rivets , high - strength bolts or welds shall be used for the following connections :
Column splices in all tier structures 200 feet or more in height . Column splices in
tier structures 100 feet to 200 feet in height , if the least horizontal dimension is ...
Rivets , high - strength bolts or welds shall be used for the following connections :
Column splices in all tier structures 200 feet or more in height . Column splices in
tier structures 100 feet to 200 feet in height , if the least horizontal dimension is ...
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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