4' 0" (1200 mm) 68 40' 3' 26 #4 DAR @ 12" OC BOTH WAYS- ) pounds #5 DONELS @ 12" OC. ALTERNATING DIRECTIONS #4 SEDAR 12

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4 0 1200 Mm 68 40 3 26 4 Dar 12 Oc Both Ways Pounds 5 Donels 12 Oc Alternating Directions 4 Sedar 12 1 (43.34 KiB) Viewed 56 times

4' 0" (1200 mm) 68 40' 3' 26 #4 DAR @ 12" OC BOTH WAYS- ) pounds #5 DONELS @ 12" OC. ALTERNATING DIRECTIONS #4 SEDAR 12 OC SEACH 4 CONTREBAR- Based on Examples 1 and 3 in the lecture note, the amount of concrete poured, rebar, and form used in continuous footings and foundation wall can be estimated. Show all your calculations by sending Excel file or hand calculation via Folio email. Determine the amount of rebar needed for the continuous footing shown in Figure above. Allow for two inches of cover. Add 10 percent for lap and waste to the continuous bars. #5 Dowel bar ( #4 Rebar @ 12" O.C( #4 Continuous rebar ( Total pounds ( Tons ( ) pounds ) pounds (apply waste factor for lap)