Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 84
Page 210
When deck supports are 4 feet on center or less , side nails shall be spaced not more than 30 inches on center and staggered one - third of the spacing in adjacent laminations . When supports are spaced more than 4 feet on center ...
When deck supports are 4 feet on center or less , side nails shall be spaced not more than 30 inches on center and staggered one - third of the spacing in adjacent laminations . When supports are spaced more than 4 feet on center ...
Page 319
More than two spans 2 Lowl , Kuwin Negative moment at other faces of interior supports Negative moment at face of all supports for ( a ) slabs with spans not exceeding 10 feet , and ( b ) beams and girders where ratio of sum of column ...
More than two spans 2 Lowl , Kuwin Negative moment at other faces of interior supports Negative moment at face of all supports for ( a ) slabs with spans not exceeding 10 feet , and ( b ) beams and girders where ratio of sum of column ...
Page 362
( 13-2 ) Where the transverse span of the panels on either side of the center line of supports varies , l , shall be taken as the average of the transverse spans . When the span adjacent and parallel to an edge is being considered ...
( 13-2 ) Where the transverse span of the panels on either side of the center line of supports varies , l , shall be taken as the average of the transverse spans . When the span adjacent and parallel to an edge is being considered ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
65 other sections not shown
Other editions - View all
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 covered 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 masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof 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