Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 144
... tion of any beam except at the ends of simple or cantilever beams or at the freely supported ends of continuous or re- strained beams . No hook shall be assumed to carry a load which would pro- duce a tensile stress in the bar greater ...
... tion of any beam except at the ends of simple or cantilever beams or at the freely supported ends of continuous or re- strained beams . No hook shall be assumed to carry a load which would pro- duce a tensile stress in the bar greater ...
Page 172
... tion Details In all connections in structures one hundred feet ( 100 ' ) or less in height where the height is more than four times the least horizontal dimension at the ground line . In all connections of beams and girders to columns ...
... tion Details In all connections in structures one hundred feet ( 100 ' ) or less in height where the height is more than four times the least horizontal dimension at the ground line . In all connections of beams and girders to columns ...
Page 264
... tion . Such force shall be proportional to the total dead plus one - half the vertical design live load , except for warehouses and tanks , in which case such force shall be proportional to the total dead plus the total vertical ...
... tion . Such force shall be proportional to the total dead plus one - half the vertical design live load , except for warehouses and tanks , in which case such force shall be proportional to the total dead plus the total vertical ...
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