Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 108
... square wherever this load upon an otherwise un- loaded floor would produce stresses greater than those caused by a uniformly distributed load of 50 pounds per square foot . In designing floors to be used for industrial or commer- cial ...
... square wherever this load upon an otherwise un- loaded floor would produce stresses greater than those caused by a uniformly distributed load of 50 pounds per square foot . In designing floors to be used for industrial or commer- cial ...
Page 110
... per- mitted as noted in the following schedule . This reduction shall not be carried into the columns nor shall such ... pounds per square foot for those portions of the building less than sixty feet ( 60 ' ) above ground and at not less than ...
... per- mitted as noted in the following schedule . This reduction shall not be carried into the columns nor shall such ... pounds per square foot for those portions of the building less than sixty feet ( 60 ' ) above ground and at not less than ...
Page 175
... pounds per square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P. ratio of the effective cross - sectional area of verti- cal reinforcement to the gross area , A .. 2. Vertical ...
... pounds per square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P. ratio of the effective cross - sectional area of verti- cal reinforcement to the gross area , A .. 2. Vertical ...
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