Perform reinforcement design and necessary controls of the continuous rigid footing given with a layout plan and elevation assuming that uniform stress occurs on soil under the given loads. Draw the reinforcement scheme for the structural element considering your results.

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REINFORCED CONCRETE-II N1 N2 N1 ha bw 'h: L S101 S102 S101 600x400 700x400 600x400 QUESTION: Perform reinforcement design and necessary controls of the continuous rigid footing given with a layout plan and elevation assuming that uniform stress is occurred on soil under the given loads. Draw the reinforcement scheme for the structural element considering your results. DATA: Material (C25/S420) N1g = 600 kN N2. = 800 kN = 190 kN N2g = 240 kN q = 320 kN/m2 L = 1000 mm L= 4950 mm hi =400 mm bw=600mm h2 = 600 mm REINFORCED CONCRETE-II N1 N2 N1 ha bw 'h: L S101 S102 S101 600x400 700x400 600x400 QUESTION: Perform reinforcement design and necessary controls of the continuous rigid footing given with a layout plan and elevation assuming that uniform stress is occurred on soil under the given loads. Draw the reinforcement scheme for the structural element considering your results. DATA: Material (C25/S420) N1g = 600 kN N2. = 800 kN = 190 kN N2g = 240 kN q = 320 kN/m2 L = 1000 mm L= 4950 mm hi =400 mm bw=600mm h2 = 600 mm

Answer rating: 100% (QA)

N 1g 60010a 60050 650 kN N 2g 80010a 80050 850 kN N 1q 15010b 15070 220 kN N 2q 20010b 20070 270 kN q t 3005ab 300 5 x 57 360 kNm 2 L k 1000100c 1000300 1300 mm L 475050ab 475050 x 57 5350 mm Using Eu... View the full answer