Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 122
... minimum of 200 pounds per linear foot of wall . ( k ) Arches and Lintels . The heads of openings in masonry walls shall be formed only of lintels of incombustible materials or of masonry arches . ( 1 ) Openings in Walls . In addition to ...
... minimum of 200 pounds per linear foot of wall . ( k ) Arches and Lintels . The heads of openings in masonry walls shall be formed only of lintels of incombustible materials or of masonry arches . ( 1 ) Openings in Walls . In addition to ...
Page 150
... minimum thickness of the bar . Bends for other bars shall be made around a pin having a diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the pin shall be not less than eight ...
... minimum thickness of the bar . Bends for other bars shall be made around a pin having a diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the pin shall be not less than eight ...
Page 170
... Minimum = 1.25 t2 ( Maximum = 1.50 t2 ( Minimum = 1.25 tя ( Maximum = 1.50 ta Minimum side or diameter of Dropped Panel bi Feet 0.3511 0.3511 Numerical sum of positive and negative moments in direction of either side of interior rec ...
... Minimum = 1.25 t2 ( Maximum = 1.50 t2 ( Minimum = 1.25 tя ( Maximum = 1.50 ta Minimum side or diameter of Dropped Panel bi Feet 0.3511 0.3511 Numerical sum of positive and negative moments in direction of either side of interior rec ...
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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