Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 110
... compressive strength of built - up columns or compression members , when composed of two or more members spiked or bolted together , either with or without spacing blocks between members , shall be taken as the combined compressive ...
... compressive strength of built - up columns or compression members , when composed of two or more members spiked or bolted together , either with or without spacing blocks between members , shall be taken as the combined compressive ...
Page 171
... compression members composed of plates and shapes shall not exceed 16 times the thinnest outside plate or shape , or ... members composed of two angles , a pitch of three feet six inches ( 3 ' - 6 " ) will be allowed , and in compression ...
... compression members composed of plates and shapes shall not exceed 16 times the thinnest outside plate or shape , or ... members composed of two angles , a pitch of three feet six inches ( 3 ' - 6 " ) will be allowed , and in compression ...
Page 173
... Compression Members . The open sides of com- Lattice pression members shall be provided with lacing having tie plates at each end and at intermediate points if the lacing is inter- rupted . Tie plates shall be as near the ends as ...
... Compression Members . The open sides of com- Lattice pression members shall be provided with lacing having tie plates at each end and at intermediate points if the lacing is inter- rupted . Tie plates shall be as near the ends as ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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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