- 4 0 1200 Mm 6 8 40 4 Tedar 12 Oc Both Ways 5 Dowel Bar 4 Rebar 12 O C 4 Continuous Rebar Total Poun 1 (39.36 KiB) Viewed 41 times
4'0" (1200 mm) 6′8″ 40' #4 TEDAR 12" OC BOTH WAYS- #5 Dowel bar ( # 4 Rebar @ 12" O.C ( #4 Continuous rebar ( Total poun
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4'0" (1200 mm) 6′8″ 40' #4 TEDAR 12" OC BOTH WAYS- #5 Dowel bar ( # 4 Rebar @ 12" O.C ( #4 Continuous rebar ( Total poun
4'0" (1200 mm) 6′8″ 40' #4 TEDAR 12" OC BOTH WAYS- #5 Dowel bar ( # 4 Rebar @ 12" O.C ( #4 Continuous rebar ( Total pounds ( Tons ( 45 POWELS 12" OC. ALTERNATING DRECTIONS ) pounds #4120A 12 OC- Based on Examples 1 and 3 in the lecture note, the amount of concrete poured, rebar,d 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. SEACH 4 CONT. REBAR 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. ) pounds ) pounds (apply waste factor for lap) ) Py