Question 17 (2 points) 40" (1200 mm) 6'8" 14.5 40' 18.0 3' 16.7 #4 REBAR 12" OC. BOTH WAYS- #5 DOWELS 12" OC. ALTERNATIN

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Question 17 (2 points) 40" (1200 mm) 6'8" 14.5 40' 18.0 3' 16.7 #4 REBAR 12" OC. BOTH WAYS- #5 DOWELS 12" OC. ALTERNATIN

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Question 17 2 Points 40 1200 Mm 6 8 14 5 40 18 0 3 16 7 4 Rebar 12 Oc Both Ways 5 Dowels 12 Oc Alternatin 1
Question 17 2 Points 40 1200 Mm 6 8 14 5 40 18 0 3 16 7 4 Rebar 12 Oc Both Ways 5 Dowels 12 Oc Alternatin 1 (41.87 KiB) Viewed 46 times
Question 17 (2 points) 40" (1200 mm) 6'8" 14.5 40' 18.0 3' 16.7 #4 REBAR 12" OC. BOTH WAYS- #5 DOWELS 12" OC. ALTERNATING DIRECTIONS 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. #4 REBAR 12 OC Using a waste factor of 8 percent, determine the number of cubic yards of concrete needed to pour the continuous footings shown in Figure below. Assume that the wall is centered over the footing. O21.5 SEACH 4 CONT REDAR
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