Uniform Building Code |
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Page 362
The panels shall be rectangular with the ratio of the longer to shorter spans within
a panel not greater than 2 . 0 . The successive span lengths in each direction
shall not differ by more than one - third of the longer span . Columns may be
offset ...
The panels shall be rectangular with the ratio of the longer to shorter spans within
a panel not greater than 2 . 0 . The successive span lengths in each direction
shall not differ by more than one - third of the longer span . Columns may be
offset ...
Page 367
For other conditions , maximum positive moment near midspan of a panel may be
assumed to occur when three - fourths of ... In no case shall the design moments
be taken as less than those occurring with full design live load on all panels .
For other conditions , maximum positive moment near midspan of a panel may be
assumed to occur when three - fourths of ... In no case shall the design moments
be taken as less than those occurring with full design live load on all panels .
Page 371
Wall panels shall be anchored to all floors and roofs as specified in Section 2310
. For structural purposes , the panel thickness may be determined by the
following provisions when panels are designed to span horizontally to columns
or ...
Wall panels shall be anchored to all floors and roofs as specified in Section 2310
. For structural purposes , the panel thickness may be determined by the
following provisions when panels are designed to span horizontally to columns
or ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield