Uniform Building Code |
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Page 353
Solid or ribbed slabs built integrally with supports , with clear spans not more
than 10 feet , may be analyzed as continuous slabs on knife edge supports with
spans equal to the clear spans of the slab and width of beams otherwise
neglected .
Solid or ribbed slabs built integrally with supports , with clear spans not more
than 10 feet , may be analyzed as continuous slabs on knife edge supports with
spans equal to the clear spans of the slab and width of beams otherwise
neglected .
Page 552
Where the bottom riser adjoins a sloping public way , walk or driveway having an
established grade and serving as a landing , a variation in height of the bottom
riser of not more than 3 inches in every 3 feet of stairway width is permitted .
Where the bottom riser adjoins a sloping public way , walk or driveway having an
established grade and serving as a landing , a variation in height of the bottom
riser of not more than 3 inches in every 3 feet of stairway width is permitted .
Page 560
( b ) Width . Aisle widths shall be provided in accordance with the following : 1 . In
areas serving employees only , the minimum aisle width may be 24 inches but
not less than the width required by the number of employees served . In public ...
( b ) Width . Aisle widths shall be provided in accordance with the following : 1 . In
areas serving employees only , the minimum aisle width may be 24 inches but
not less than the width required by the number of employees served . In public ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
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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
Bibliographic information
| Title | Uniform Building Code |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1982 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 780 pages |
| Export Citation | BiBTeX EndNote RefMan |