Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 193
... Trusses . Where roof joists , not purlins , are used between arches or the top chords of trusses , the depth , rather than the breadth , of the arch or top chord member ( compression member ) may be taken as its least dimension in de ...
... Trusses . Where roof joists , not purlins , are used between arches or the top chords of trusses , the depth , rather than the breadth , of the arch or top chord member ( compression member ) may be taken as its least dimension in de ...
Page 216
... Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement when required by Section 2506 ( g ) . 7. Roof sheathing . Roof sheathing shall be in accordance with Table No. 25 - R for plywood ...
... Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement when required by Section 2506 ( g ) . 7. Roof sheathing . Roof sheathing shall be in accordance with Table No. 25 - R for plywood ...
Page 531
... roof , shall not be made within a distance of 6 inches above or below the roof joists or rafters . ( f ) Separation of Masonry Chimney Passageways . Two or more flue : in a chimney shall be separated by masonry not less than 4 inches ...
... roof , shall not be made within a distance of 6 inches above or below the roof joists or rafters . ( f ) Separation of Masonry Chimney Passageways . Two or more flue : in a chimney shall be separated by masonry not less than 4 inches ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength