Uniform Building Code |
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Page 317
25 - T - ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR -
UNDERLAYMENT1 Plywood Continuous over Two or More Spans and Face
Grain Perpendicular to Supports SPECIES GROUPS MAXIMUM SPACING OF
JOISTS 20 ...
25 - T - ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR -
UNDERLAYMENT1 Plywood Continuous over Two or More Spans and Face
Grain Perpendicular to Supports SPECIES GROUPS MAXIMUM SPACING OF
JOISTS 20 ...
Page 353
Solid or ribbed slabs built integrally with supports , with clear spans not more
than 10 feet , may be analyzed as ... floors or roof and the maximum moment from
factored loads on a single adjacent span of the floor or roof under consideration .
Solid or ribbed slabs built integrally with supports , with clear spans not more
than 10 feet , may be analyzed as ... floors or roof and the maximum moment from
factored loads on a single adjacent span of the floor or roof under consideration .
Page 402
Slab systems within the following limitations may be designed by the direct
design method : A . There shall be a minimum of three continuous spans in each
direction . B . Panels shall be rectangular with a ratio of longer to shorter span
within a ...
Slab systems within the following limitations may be designed by the direct
design method : A . There shall be a minimum of three continuous spans in each
direction . B . Panels shall be rectangular with a ratio of longer to shorter span
within a ...
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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