Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 90
... 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 110
... 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 115
... carry tension . ( e ) Strength . Plain masonry shall have a minimum strength of 900 pounds per square inch . Sec ... carried up three courses before grout- ing , but the other face tier shall be carried up not more than one course above ...
... carry tension . ( e ) Strength . Plain masonry shall have a minimum strength of 900 pounds per square inch . Sec ... carried up three courses before grout- ing , but the other face tier shall be carried up not more than one course above ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood