Uniform Building Code |
From inside the book
Results 1-3 of 83
Page 51
nation of the area separation wall and the projecting elements above are not less
than one - hour fire - resistive construction for a width equal to the depth of the
projecting elements . Wall openings within such widths shall be protected by ...
nation of the area separation wall and the projecting elements above are not less
than one - hour fire - resistive construction for a width equal to the depth of the
projecting elements . Wall openings within such widths shall be protected by ...
Page 419
300 Width - Thickness Ratios Sec . 2706 . ( a ) Unstiffened Elements Under
Compression . Unstiffened ( projecting ) compression elements are those having
one free edge parallel to the direction of compression stress . The width of
unstiffened ...
300 Width - Thickness Ratios Sec . 2706 . ( a ) Unstiffened Elements Under
Compression . Unstiffened ( projecting ) compression elements are those having
one free edge parallel to the direction of compression stress . The width of
unstiffened ...
Page 505
not less in width than 44 inches . Stairways serving an occupant load of 50 or
less may be 36 inches wide . Private stairways serving an occupant load of less
than 10 may be 30 inches wide . Handrails may project into the required width a ...
not less in width than 44 inches . Stairways serving an occupant load of 50 or
less may be 36 inches wide . Private stairways serving an occupant load of less
than 10 may be 30 inches wide . Handrails may project into the required width a ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
Other editions - View all
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