to be 25.69 and p i3 0.36 , Assuming a depth of 8.8;j is 0#88 and k is 0,36 which is as it 3hould be. Make thetotal depth of concrete at this point 10 7/8. 10 The maximum i..om9nt in tha first span is at a point6.05 feet from the end support and ist67 680 pound-inches.Assuming a depth of 7.72, j is… … —tp <. ^ <- -i i > ■a V ^f^ery third bar.Everj third bor. F,g. 6. Half Cross Section of Floor. The size and spacing of the steel is as calculated below: Over the center support the square inches of steelrequired per foot in width is 0,0086x8.83x12=0.91. Using 5/8square bars, whose area is…
Bridges · Viaducts · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
