Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 30
Page 168
... panel does not exceed 1.33 . For structures having a width of less than three rows of panels , or in which irregular ... Panel Strips and Principal Design Sections . A flat slab panel shall be considered as consisting of strips in each ...
... panel does not exceed 1.33 . For structures having a width of less than three rows of panels , or in which irregular ... Panel Strips and Principal Design Sections . A flat slab panel shall be considered as consisting of strips in each ...
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 ( b , ) , or half the width of the panel ( .51 , ) where no dropped panel is used . ( c ) Slab Thickness and ...
... panel . In the two - way system it shall be assumed that the vari- ous moments in the strips are resisted by the ... panel ( b , ) , or half the width of the panel ( .51 , ) where no dropped panel is used . ( c ) Slab Thickness and ...
Page 170
... Panel Inches 0.038 ( 1 − 1.449 ) I √w + 11⁄2 ( 19 ) 0.0251 + 11⁄2 ( 19a ) Slab Thickness beyond Dropped Panel t2 Inches 0.021 √w +1 ( 20 ) 0.021 √w +1 ( 20a ) Slab Thickness through Dropped Panel ti Inches ( Minimum = 1.25 t2 ...
... Panel Inches 0.038 ( 1 − 1.449 ) I √w + 11⁄2 ( 19 ) 0.0251 + 11⁄2 ( 19a ) Slab Thickness beyond Dropped Panel t2 Inches 0.021 √w +1 ( 20 ) 0.021 √w +1 ( 20a ) Slab Thickness through Dropped Panel ti Inches ( Minimum = 1.25 t2 ...
Other editions - View all
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