Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 131
... Table No. 25 - A and Section 2505 ) . M total bending moment in inch pounds resulting from load causing flexure . = S section modulus ( in inches cubed ) for net cross section . allowable unit fiber stress in bending permitted for ...
... Table No. 25 - A and Section 2505 ) . M total bending moment in inch pounds resulting from load causing flexure . = S section modulus ( in inches cubed ) for net cross section . allowable unit fiber stress in bending permitted for ...
Page 135
... TABLE NO . 25 - E - SAFE RESISTANCE OF WOOD SCREWS TO WITHDRAWAL When Inserted Perpendicular to Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 28 Douglas fir 125 140 150 170 185 Redwood 75 85 90 ...
... TABLE NO . 25 - E - SAFE RESISTANCE OF WOOD SCREWS TO WITHDRAWAL When Inserted Perpendicular to Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 28 Douglas fir 125 140 150 170 185 Redwood 75 85 90 ...
Page 270
... TABLE NO . 47 - B - SIZES OF MAIN RUNNERS IN SUSPENDED AND FURRED CEILINGS MAIN RUNNERS DISTANCE CENTER TO SIZE CENTER OF HANGERS Hot Rolled Cold Rolled Up to 2 feet 3/4 " Up to 3 feet 1 " Up to 4 feet 11⁄2 " 300 lb./1000 ft . 410 lb ...
... TABLE NO . 47 - B - SIZES OF MAIN RUNNERS IN SUSPENDED AND FURRED CEILINGS MAIN RUNNERS DISTANCE CENTER TO SIZE CENTER OF HANGERS Hot Rolled Cold Rolled Up to 2 feet 3/4 " Up to 3 feet 1 " Up to 4 feet 11⁄2 " 300 lb./1000 ft . 410 lb ...
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