Gale AB is 8m wide. (a.) Compute the vertical component of the total hydrostatic force acting on gate AB. (b.) Compute the tolal reaction acting in the hinge at B. I 7-5 m 12 m Water Parabols

Q: Roller -4 ft 4 ft 2 ft- 3. Determine the reaction components at the sup shown. (10 points) 6 kN/m B…

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Q: F2 =60 w3 = 20 alpha = 21 beta = 24 a = 5 b = 14 C = 7 %3D a. Calculate all support reactions (in…

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Q: A * !!! 6m B 4.5m

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Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: 4 5,2m 5KN 1,5m, 1,5m, 3m 3 m 1. Is this a determinate of an indeterminate structure? 2. Calculate…

A: Given data:- Given structure  is shown in the question

Q: solve for the internal forces at midspan

A: To find internal forces at mid span of beam

Q: Determine the reactions and level of determinancy

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Q: The

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Q: HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4).…

A: Solution: Given Data: y bottom=?σtensionmax=30 Mpaσcompressionmax=90 MpaAs beam is simply supported…

Q: a.) Determine the reactions at A and C. b.) Determine the internal normal and shear forces and…

A: Point B is pin joint as shown in given question figure. Moment about internal pin joint is zero from…

Q: DETERMINE THE REACTIONS AT A AND

A: To find support reaction

Q: The pressure head is in the capillary fringe zone, in the root zone, and in the saturated zone. O a.…

A: Answer Capillary fringe zoneThe capillary fringe zone is known as the subsurface layer by which the…

Q: Problem #3: X (N) B A (m) 2 m - - 2 m- A 60° 11. Determine the horizontal reaction at A. (N) 12.…

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Q: E 20 k 12 ft 12 ft 5 k -5 ft-5 ft- -14 ft-

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Q: Determine the reaction at the support B. 500 N 400 N 0,5 m 2 m 2 m

A: Since the system is in equilibrium, hence Net force in x and y directions are zero also, net moment…

Q: (a) Determine the reactions at A and E if P = 650 N. The reactions are positive if to the right or…

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Q: 25 kN/m 150 4 m - 6m 10 m

A: To find:- reaction forces at support for given loading

Q: roblem #4: X (N) 5/4 4 kN/m 3 C A В A (m)- B (m)- 2 m 17. Determine the horizontal reaction at A.…

A: Given- A = 5 m B = 5 m X = 425 N

Q: 『子-72 N。 39.24 N/m 58-86 Nm 4m Reactions at s UPPOO E A,Bi C, D

A: Given:- EI = Constant

Q: In fig. if h1 = 3 ft. h2= 1.5 ft, the pressure at A =---? (S.G1= 0.7, S.G2= 0.8) s.g.1 S.G2 h₂

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Q: 2 Compute the internal reaction of member DG of the truss. F D B = 60 KN 80 KN 14 m B A J 4 m C 4 m…

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Q: 3. The 500-kg uniform beam is subjected to the three external loads shown. Compute the reactions at…

A: The beam weight = 500 kgThe reactions at the support point O =?

Q: find the reaction forces

A: Given Data  Determine the support reaction.

Q: A 21 KN/ 15 KM/m am 30 KM/m 2M 32 kN/m 5m Question Determine the reactions @ A. 65 kly/m

A: To find out the reaction at A.

Q: Determine the reactions at A, F, and E. 0.5 m E C 0.5 m 200 N B 0.8 m 0.6 m 2 m

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Q: 3 kN 0.5 m 1.5 m 8 kN/m

A: Draw the figure.

Q: Vertical reaction at roller A in kN. RA Vertical reaction at roller C in kN. RC

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Q: Find roller support reaction

A: Given data : Support=Pinned and Roller support  The value of point load=P P=10 KN   To find : Roller…

Q: Determine The reaction at A and B forthe force system shown in Figure 1 - 2 KN/m 2 KN/m URN 30 B A…

A: Free Body Diagram of the given beam:

Q: Given the rod below (E = 70Gpa; a = 23 × 10-6 1/°C; diameter d = 50mm; AC = 400mm; BC = 800mm, P =…

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Q: Determine the horizontal reaction at A. (N) Determine the vertical reaction at A. (N) Determine…

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Q: Bar AB is 60mm x 10 mm thick, E = 65 GPa, a1 = 9.5 x 10-6/°C.  B) Bar BC is 20mm in diameter, E =…

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Q: solve for the internal forces at the midspan

A: Consider the figure,

Q: E 20 k 12 ft 12 ft 5 k B A -5 ft- -14 ft-

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