Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 122
... bearing . ( f ) Eccentricity . Due allowance shall be made for the ef- fect of eccentric loads upon bearing walls . ( g ) Piers . Every pier whose width is less than three times its thickness shall be designed and constructed as ...
... bearing . ( f ) Eccentricity . Due allowance shall be made for the ef- fect of eccentric loads upon bearing walls . ( g ) Piers . Every pier whose width is less than three times its thickness shall be designed and constructed as ...
Page 196
... bearing on the masonry . Column bases shall be finished to accord with the following requirements : 1. Rolled steel bearing plates two inches ( 2 ′′ ) or less in thickness may be used without planing or straightening ; rolled steel bearing ...
... bearing on the masonry . Column bases shall be finished to accord with the following requirements : 1. Rolled steel bearing plates two inches ( 2 ′′ ) or less in thickness may be used without planing or straightening ; rolled steel bearing ...
Page 320
... Bearing Concentrated loads on 2412 ( j ) , 2413 ( e ) 2412 2412 ( e ) , 2620 ( k ) Construction required ( see GROUPS - OCCUPANCY and TYPES OF CONSTRUCTION ) Curtain ( see Non - bearing , below ) Definition of 401 Design of Eccentricity ...
... Bearing Concentrated loads on 2412 ( j ) , 2413 ( e ) 2412 2412 ( e ) , 2620 ( k ) Construction required ( see GROUPS - OCCUPANCY and TYPES OF CONSTRUCTION ) Curtain ( see Non - bearing , below ) Definition of 401 Design of Eccentricity ...
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts brick Building Inspector building or structure ceiling cent chimneys clay Code column 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 veneer Ventilation Vertical Openings width wood