Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 111
... soil load . From the area thus obtained the dead load soil pressure of such footing is determined and the areas of all other footings of the building shall be determined on the basis of their respective dead loads only and such dead ...
... soil load . From the area thus obtained the dead load soil pressure of such footing is determined and the areas of all other footings of the building shall be determined on the basis of their respective dead loads only and such dead ...
Page 119
... Soil . The soil used shall contain not more than 45 per cent of material passing a No. 200 mesh sieve . The soil shall contain sufficient clay to bind the particles together when an asphalt stabilizer is used but shall not contain more ...
... Soil . The soil used shall contain not more than 45 per cent of material passing a No. 200 mesh sieve . The soil shall contain sufficient clay to bind the particles together when an asphalt stabilizer is used but shall not contain more ...
Page 182
... soil or on piles shall be proportioned as to soil bearing area or number of piles on the basis of the total column load plus the weight of the footing itself . For computations of moments and shears , an upward reaction per unit area or ...
... soil or on piles shall be proportioned as to soil bearing area or number of piles on the basis of the total column load plus the weight of the footing itself . For computations of moments and shears , an upward reaction per unit area or ...
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