Calendar One-way Slab Design Design a 5 in.-thick simply supported reinforced concrete one-way slab as shown in Figure. Note: perform the design using a 12"-strip. 5 in. Wo=15 b/ft2+ slab weight W?= 30¹b/ft² To Do span length 8 ft Normal Weight Concrete fe= 4000 psi, fy=60000psi No. No. _(flexural steel) span length 8 ft Notifications (temperature steel) d = 4 in. 213 Inbox