Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 51
... considered the most hazardous and Group J the least hazardous . When portions of a building are separated from the remainder of a building by one or more unpierced continuous walls extend- ing from the foundation of the building to and ...
... considered the most hazardous and Group J the least hazardous . When portions of a building are separated from the remainder of a building by one or more unpierced continuous walls extend- ing from the foundation of the building to and ...
Page 129
... considered . ( 2 ) All loads uniform or concentrated , within a distance of the height of the beam from the nearest support shall be neglected . ( 3 ) All concentrated loads located at a distance from the support of one to three times ...
... considered . ( 2 ) All loads uniform or concentrated , within a distance of the height of the beam from the nearest support shall be neglected . ( 3 ) All concentrated loads located at a distance from the support of one to three times ...
Page 163
... considered uniformly varying in intensity 2 ) at the center of the span .. 3e ) at the supports ... ( 12 ) ( 12a ) 2. Similarly , the total load carried on a strip one foot ( 1 ′ ) wide for the length of span B shall be Total Load = rBw ...
... considered uniformly varying in intensity 2 ) at the center of the span .. 3e ) at the supports ... ( 12 ) ( 12a ) 2. Similarly , the total load carried on a strip one foot ( 1 ′ ) wide for the length of span B shall be Total Load = rBw ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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