Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 67
... carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural frame and each member which is a part of such frame shall be so designed and ...
... carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural frame and each member which is a part of such frame shall be so designed and ...
Page 85
... carried by columns the following reductions shall be permitted , the reductions being based on the assumed live loads applied to the entire tributary floor area : Allowable Reductions for Warehouses and Storage Buildings Carrying the ...
... carried by columns the following reductions shall be permitted , the reductions being based on the assumed live loads applied to the entire tributary floor area : Allowable Reductions for Warehouses and Storage Buildings Carrying the ...
Page 144
... carry a load which would pro- duce a tensile stress in the bar greater than 10,000 pounds per square inch . Any mechanical device capable of developing the strength of the bar without damage to the concrete may be used in lieu of a hook ...
... carry a load which would pro- duce a tensile stress in the bar greater than 10,000 pounds per square inch . Any mechanical device capable of developing the strength of the bar without damage to the concrete may be used in lieu of a hook ...
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