Uniform Building CodePacific Coast Building Officials Conference, 1939 - Building laws |
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Page 183
... steel and Quality iron used in buildings or structures shall conform to the require- and ments specified in this Chapter . Design Structural steel shall be of such quality as to conform to " Standard Specifications for Structural Steel ...
... steel and Quality iron used in buildings or structures shall conform to the require- and ments specified in this Chapter . Design Structural steel shall be of such quality as to conform to " Standard Specifications for Structural Steel ...
Page 194
... Steel Joists ( e ) Thickness of Lacing Bars . The thickness of lacing bars shall be not less than one - fortieth for ... steel bearing plates two inches ( 2 " ) or less in thickness may be used without planing or straightening ; rolled ...
... Steel Joists ( e ) Thickness of Lacing Bars . The thickness of lacing bars shall be not less than one - fortieth for ... steel bearing plates two inches ( 2 " ) or less in thickness may be used without planing or straightening ; rolled ...
Page 195
... steel section with solid web , shall not be used in the floor construction of buildings over eight stories in height . ( b ) Secondary Members . Steel joists shall be considered as secondary members of the structural steel frame . They ...
... steel section with solid web , shall not be used in the floor construction of buildings over eight stories in height . ( b ) Secondary Members . Steel joists shall be considered as secondary members of the structural steel frame . They ...
Contents
Part IAdministrative | 19 |
Enforcement | 26 |
Part IIIRequirements Based on Occupancy | 36 |
Copyright | |
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Common terms and phrases
A. S. T. M. Designation adjacent property lines approved balconies bars beams brick Building Inspector building or structure ceiling cent Chapter 33 coat Code columns compression construction as specified doors dry standpipes E occupancies Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flammable liquids floor area foot frame girders grade Group A occupancies Group H gypsum H occupancies horizontal joists less than one-hour lime live load masonry metal lath mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit portland cement pounds per square proscenium protected ramps reinforced concrete rivets roof covering roofing felt seating capacity Section 503 shear six inches slab smokeproof towers space specified in Chapter specified in Section square feet square inch stairs stairways standpipes storage structural steel stucco studs supported tests thereof thickness tion Type V buildings TYPES OF CONSTRUCTION ventilation vertical openings width wire wood