Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 67
... structural frame and secondary members shall be designed and constructed to carry all dead , live and other loads to ... Steel or Iron Members . All struc- Fire - Protection tural steel or iron members , not including frames or ...
... structural frame and secondary members shall be designed and constructed to carry all dead , live and other loads to ... Steel or Iron Members . All struc- Fire - Protection tural steel or iron members , not including frames or ...
Page 71
... Structural framework shall be of masonry as Structural specified in Chapter 24 , of wood as specified in Chapter 25 , of Framework concrete as specified in Chapter 26 , or of structural steel as specified in Chapter 27 . All wood ...
... Structural framework shall be of masonry as Structural specified in Chapter 24 , of wood as specified in Chapter 25 , of Framework concrete as specified in Chapter 26 , or of structural steel as specified in Chapter 27 . All wood ...
Page 132
... steel Beams with no web reinforcement , but with special anchorage of longitudinal steel Beams with properly designed web re- inforcement but ... Structural steel section in composite columns Cast - 132 Section 2613 UNIFORM BUILDING CODE.
... steel Beams with no web reinforcement , but with special anchorage of longitudinal steel Beams with properly designed web re- inforcement but ... Structural steel section in composite columns Cast - 132 Section 2613 UNIFORM BUILDING CODE.
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood