Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 397
Special transverse beam reinforcing shall be provided through the beam column
connection to provide confinement for ... level do not comply with the above
limitations , the remaining columns and connected flexural memb shall comply
and ...
Special transverse beam reinforcing shall be provided through the beam column
connection to provide confinement for ... level do not comply with the above
limitations , the remaining columns and connected flexural memb shall comply
and ...
Page 438
In connections of tension members , where there are not more than two rivets in a
line parallel to the direction of stress , the distance from the center of the end rivet
to that end of the connected part toward which the stress is directed shall be ...
In connections of tension members , where there are not more than two rivets in a
line parallel to the direction of stress , the distance from the center of the end rivet
to that end of the connected part toward which the stress is directed shall be ...
Page 441
The maximum longitudinal spacing of rivets , bolts or intermittent welds
connecting two rolled shapes in contact with one ... Compression members
composed of two or more rolled shapes separated by intermittent fillers shall be
connected at ...
The maximum longitudinal spacing of rivets , bolts or intermittent welds
connecting two rolled shapes in contact with one ... Compression members
composed of two or more rolled shapes separated by intermittent fillers shall be
connected at ...
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
68 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood