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Unformatted text preview: F i n a l s This is the one 3m 3m 4m 2.5m 4m 200KN 600KN 200KN 500KN 12cm 23cm 8cm 8cm 25cm 20cm 8cm 8cm 25cm 20cm 43cm 12cm 100kN 200kN 700kN 2m 2m 2m 2m 2m 1.5m 1.5m 45 Each plate is 240mm wide x 15mm thick x y Here Come the Exams. F1=40N F2=40N A x z y 300mm =45 F1 Sin 45 F1 Cos 45 F1=40N F2=40N R=80mm 56mm 56mm X Z Y H E D C B A V U 3m 3m 8m 4m 10m 6m 8m F2=500N F1=400N X Z Y H E D C B A V U 3m 3m 8m 4m 10m 6m 8m F2=400N F1=500N T1 T2 Rz Ry Rx w b P= d g F=( d g) x 1m Pressure wedge For one running meter Of the overall Dam Width (b) The Force/m at the Bottom is: P=( d g) x 1 m =(kg/m3).m.(m /s2).m =(kg/s2)=N/m The resultant for rectangle at the F=( d g) x 1 (m b 1m The sing each me F=( d g b 1m d/3 1m 4m 5m 2m 2m 16N 30N 20N 12N C B A E D G 2m 1m 4m 5m 2m 2m 16N 30N 20N 12N C B A E D G 2m Xe Ye Me 1m 4m 5m 2m 2m 16N 30N 20N 12N C B A E D G 2m Xe Ye Me K Unstable section Unstable section 16N 30N 20N 12N 16N 30N 20N 12N Xb Yb Xb Xb Xb Yb Yb Yb FBD#1 FBD#2 T T Xe Ye Me Xe Ye Me Part A Part A Part B Part B 30N 20N 12N Xb Yb 1m 4m 5m 2m 2m 16N 30N 20N 12N C B A E D G 2m 40N 3m 2m 4m 20N H J 1m 4m 5m 2m 2m 16N 30N 20N 12N C B A E D G 2m 40N 3m 2m 4m 20N 40N 1m 1.5m 1.5m 1.5m 2.5m H J K L N 3 4 3 2 5 kN/m 40 kN E D C A B 23.333 kN 36.666 kN 36.666 3.333 23.333 110 kN.m 73.333 46.666 100 10 83.333 3 2 2 6 2 20 kN 10 kN 20 kN 40 40 40 50 30 20 160 10.26=wL 2 /93 @ 6/3 from C 100 C B A D E G 260 260 50 20 20 kN (tension) + Section 1 300mm 300mm 150mm Section 2 150mm 2 max 6 / M bh = 2 max 6 / M bh = max / F bh = max / F bh = b1 h2 h1 b2 b1 b2 h1 h2 9m 40kN 60 kN 120 kN 5.19m 60 kN 120 kN 207.8 kN.m 5m 2m 6m 42 Water level Water level 2m...
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This note was uploaded on 12/10/2011 for the course MAT 196 taught by Professor Wang during the Spring '11 term at University of Toronto Toronto.
 Spring '11
 WANG
 Calculus

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