Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 143
... panel one - half panel in width occupying the two quarter - panel areas outside of the middle strip , and extending through the panel in the direction in which bending moments are being considered . Combination Column - A column in ...
... panel one - half panel in width occupying the two quarter - panel areas outside of the middle strip , and extending through the panel in the direction in which bending moments are being considered . Combination Column - A column in ...
Page 144
... panel one - half panel in width , symmetrical with respect to the panel center line and extending through the panel in the direction in which bending moments are being considered . Mortar - A mixture of portland cement , fine aggregate ...
... panel one - half panel in width , symmetrical with respect to the panel center line and extending through the panel in the direction in which bending moments are being considered . Mortar - A mixture of portland cement , fine aggregate ...
Page 169
... panel . In the two - way system it shall be assumed that the vari- ous moments in the strips are resisted by the ... panel ( b1 ) , or half the width of the panel ( .5 ) where no dropped panel is used . ( c ) Slab Thickness and Dropped ...
... panel . In the two - way system it shall be assumed that the vari- ous moments in the strips are resisted by the ... panel ( b1 ) , or half the width of the panel ( .5 ) where no dropped panel is used . ( c ) Slab Thickness and Dropped ...
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