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Page 55
Such increases shall not exceed 100 percent , except for buildings not exceeding
two stories in height of Group B , Division 4 Occupancy and one - story buildings
housing aircraft storage hangars and as further limited in Section 902 ( b ) for ...
Such increases shall not exceed 100 percent , except for buildings not exceeding
two stories in height of Group B , Division 4 Occupancy and one - story buildings
housing aircraft storage hangars and as further limited in Section 902 ( b ) for ...
Page 73
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 shall not exceed the allowable area per parking tier . In the case of a
structure ...
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 shall not exceed the allowable area per parking tier . In the case of a
structure ...
Page 286
The values in this column may be increased 200 psi where end joint spacing
restrictions are applied to the compression zone when stressed in tension .
8Where specified , this value may be increased to 450 psi by providing in the
bearing ...
The values in this column may be increased 200 psi where end joint spacing
restrictions are applied to the compression zone when stressed in tension .
8Where specified , this value may be increased to 450 psi by providing in the
bearing ...
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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