Apply the FEM to calculate the displacements and all the diagrams 4.00 kN/m 3.00 kN/m 10 KN- 20/50cm 20/60cm 3.0m > 20cm E = 2.0 × 10°MPA 3.00 kN/m Simple upport Fully fixed support 1.0m 4.0m 60 cm

Q: A rectangular plane surface 1 m wide and 3 m deep lies in water in such a way that its plane makes…

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Q: 180 KN 200 KN 550 KN/m 170 KN/m A 3m 3 m 5 m 7 m

A: Schematic diagram of the given problem: Let's assume that a resultant force R acting anywhere in…

Q: A uniform body of size 4 m long x 2 m wide and 1 m deep floats in water. Determine the metacentric…

A: A uniform body with dimensions given and it has been asked to determine the metacentric height.

Q: 2.25 m 60 KN/m 30 KN/m A C 120 KN 75 KN-m 1.50 m 4.50 meters

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Q: 22 kN/m 1.8 m 67 kN * 5.4 m 1.8 m F E 37 kN/m. 3.6 m 1.8 m A

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Q: 15 kN/m D E 6 m 9 m 12 kN/m A 10 m 5 m

A: To draw SFD and BMD

Q: Q:- Find the forces exerted by water on a Im width of The surface of the dam shown in figure and the…

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Q: C 22 kN/m 4.2 m 135 kN B 7 m

A: Shear Force Diagram is generally the diagram that shows the variation of shear force along the…

Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35.6 kN B -4 at 6.1 m= 20.4 m

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Q: +. -y = 10 kN/m3 50 cm 7 = 20 kN/m3 3 10 cm 50 cm

A: considering atmospheric as zero..i.e.. calculating gauge pressure sign convention moving vertically…

Q: 10 kN 25 kN/m 30 kN/m 1.0m |1.0m 1.0m L.0m 3m

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Q: Determine the location in meters of total hydrostatic force (kN) of an inclined, rectangular gate…

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Q: of 75 cm/s, find the height of the suppressed / (b) The depth of water in a 6.0 m wide rectangular…

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Q: 20 kN m 5 KN 4 kN/m 6 m انا 6 m 6 m

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Q: 60 kN 40 kN/m M = 120 kN-m 1 m R2 1m 3 m 1m R1

A: Given data:

Q: R1 50 kN 2m m 20 kN/m 10 kN/m 7m R₂ 40 kN 3 m

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Q: 10 kN 15 kN 18 kN/m 12 kN/m D. B. 18kNm 1 m 3 m 5 m 2 m

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Q: 3 kN 7 kN/m B 4 m 4 m

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Q: 1631 20 kN-m 100 kN 5 m 4 m 5 m

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Q: 0.7 m 9) A dam is to be constructed across a river using the cross section shown. Assume the dam…

A: We need to find vertical force and its line of action; xy-Ay=B x-A=B/y x=(B/y)+A

Q: Water is flowing through a pipe at a pressure of 130 kPa and a velocity of 50 cm/s. what is the…

A: Total head is the summation of pressure head velocity head and that of head.  Let's calculate…

Q: Q:- Find the forces exerted by water on a Im width of The surface of the dam shown in figure and the…

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Q: 3. Calculate the vertical and horizontal displacements as well as the rotation at A. Given:…

A: Deflection at free end (in cantilever) due to load P acting at end, y = PL3 / 3EI Slope at free end…

Q: 10 m k - 2.3 x 10 cm/s k, 8x 10 cm/s k= 5.7 x 10 cmis, k = 25.5 x 104 cms 2 m 10 m A, 9.2 x 10 cmis…

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Q: A cylindrical wooden buoy (specific gravity = 0.5) is attached with a cylindrical lead (specific…

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Q: The staff reading taken on a workshop floor using a level is 0.645 m. The inverted staff reading…

A: given- staff reading from floor SRF=0.645 mInverted staff reading from bottom of beam ISR=2.960 mRL…

Q: 50 kN 10 kN/m D BA 5 m 5 m 5 m 5 m

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Q: A rectangular plane surface 1 m wide and 3 m deep lies in water in such a way that its plane makes…

A: To Determine The position of the center of pressure from the free water surface. Given The upper…

Q: Catalog information will be calculated for two movement situations of a 1m diameter and 2m high…

A: Pressure is a different quantity than the amount of difficulty in the system and the stiffness of…

Q: 15 kN/m D E 6 m 9 m 12 kN/m B A 10 m 5 m

A: Free body diagram -  Force in the horizontal direction -  ∑Fx = 0⇒ HB - 12×9 = 0⇒ HB = 108KN

Q: 50 kN 40 kN/m 10 kN/m В.) OB 20KN-m -1m+ 2 m-+ 2 m -1m 4 m

A: The simply supported beam has length =10mThe left support is hinged and right support is roller.

Q: 50 kN в 3 m 25 kN 3m A 2 m 4 m

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Q: P1 = 45 kN P2 = 90 kN %3D 2.5 m J1.5 m 2 m 6 m 30 kN/m L = 12 m

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Q: 2. As shown in the figure, a round viewing window with a diameter of 0.90m in a large tank of…

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Q: A triangular gate 1.20m base and 1.80m high is placed on the face of a dam as shown in the figure.…

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Q: 15 kN/m C D 6 m 9 m 12 kN/m B A - 10 m 5 m

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Q: 60 kN/m 60 kN/m R1 R2 3 m 2 m 3 m

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Q: 16 kN 8 kN 24 kN/m 16 kN/m E A 20 kNm B 1 m 2 m 4 m 2 m

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Q: The submerged sector gate AB shown in the figure is 1/6 of a circle of radius 4 m. The length of the…

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Q: 180 KN 200 KN 550 KN/m 170 KN/m 7 m 3m 3 m 5 m

A: To find :- moment at A due to all Forces in kN.m

Q: 100 KN 150 KN 4.00 meters 5.00 m 4.00 meters 2.00 meters 2.00 meters Joint Horizontal Component…

A: To Determine Horizontal and vertical components at A and E and Force in member Bc and BD

Q: a horizonta given frame shown it is supported by a hinged at A and a roller at C. ad of 1.9 kN/m…

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Q: 4m 3W 8m (kN/m) 2m

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Q: 4 kN.m 4 kN.m A 4 m

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Q: B Hd A gravity dam shown above have Height of Dam = 108 top width B = 12 height of water = 63 bottom…

A: We have assumed the length of dam to be 1 m.

Q: A cylindrical caisson having an outside diameter of 9 m floats in sea water with its axis vertical…

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Q: 10 kN/m |150 kN 4m 5m 1m 4m

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Q: 20 kN/m R₁ 3m 180 kN/m 1m R₂

A: step 1-

Q: An open cylindrical vessel, 3m high and 1.50m in diameter is filled with water to a depth of 2.50m.…

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Q: How far below the surface of a body of liquid is it necessary to immerse the upper edge of a…

A: Correct option is b