Uniform Building Code |
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Page 53
EXCEPTION : Two or more buildings on the same property may be considered as
portions of one building if the aggregate area of such buildings is within the limits
specified in Section 505 for a single building . When the buildings so ...
EXCEPTION : Two or more buildings on the same property may be considered as
portions of one building if the aggregate area of such buildings is within the limits
specified in Section 505 for a single building . When the buildings so ...
Page 180
For rectangular columns , the effective thickness shall be taken as its actual
thickness in the direction considered . For nonrectangular columns , the effective
thickness shall be taken as equal to 3 . 464 times its radius of gyration r about the
...
For rectangular columns , the effective thickness shall be taken as its actual
thickness in the direction considered . For nonrectangular columns , the effective
thickness shall be taken as equal to 3 . 464 times its radius of gyration r about the
...
Page 353
Loading condition giving the maximum ratio of moment to axial load shall also be
considered . In frames or continuous construction , consideration shall be given
to the effect of unbalanced floor or roof loads on both exterior and interior ...
Loading condition giving the maximum ratio of moment to axial load shall also be
considered . In frames or continuous construction , consideration shall be given
to the effect of unbalanced floor or roof loads on both exterior and interior ...
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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