Figure No. 2 Given q= 10 kN/m. L1=1m, L2 =2m, L3 = 4m
Q: 1. Construct influence line diagrams for vertical reactions at supports A and B and for shear force…
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Q: 1. From the given beam, compute the following: a. reactions at A & B. b. shear and moment at D. c.…
A: Shear force : Clock wise positive Anticlockwise negative Bending moment: Clockwise negative…
Q: Find the reactions and draw the shear force diagram and the bending moment for the figure below: 5…
A: A simply supported beam is given with point load and uniformly distributed load. We need to find out…
Q: Find the support reactions for beam shown in figure. 50 kN 150 kN-m C E 3m +1m 2m 2m 20 kN/m
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Q: b) For the beam shown Figure Q1b Calculate the value and directions of the reactions Calculate and…
A: Given data: Hinge at C.
Q: Given the beam loaded as shown below, determine: (a.)Determine the reaction of (b.)Shear diagram the…
A: Given: Beam with internal support Compute reactions and draw shear and moment diagram
Q: 2. Determine the reactions and draw the shear and bending moment diagrams for the beams shown if the…
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Q: An elevator weighing 22.200 kN moving downward with constant acceleration travels a distance of 30 m…
A: This question is related to Engineering Mechanics. Using force equilibrium equation we calculate…
Q: 9 m 5 kN/m 2 kN/m 15 m 2 kN/m
A: For horizontal force at support A ∑H=0HA=2×15=30 kN
Q: Find the support reactions and joint force of the bridge construction, shown on the figure, if: F=16…
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Q: |15 kN.m 5 kN/m 5 m 2 m 2 m
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Q: Find the support reactions and joint force of the construction, shown on the figure, if: q=24 kN/m,…
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Q: If w =10 and L = 10 m. Find support reactions at A and B.
A: Given, w=10kN/m L=10m Find support reactions
Q: Using the portal method, calculate for the magnitude of the moment reaction at support C. Express…
A: We have to determine the value of magnitude of the reaction at support C as per the given data in…
Q: Q.2) (a) Find the support reactions of the beam shown below. (b) Sketch the shear-force and bending…
A: Given:- A beam is given with different loadings The magnitude of the uniformly distributed load =…
Q: shown in Fig.(2), find the reaction forces at supports A and B respectively? 20 KN/m -4.5m- 10 KN/m…
A: Finding out reaction force at A and B.
Q: 4. Calculate the support reactions and plot the internal force diagrams for the following multi-span…
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Q: 5. Determine the support reactions 480 Ib/ft 600 lb/ft D B C 6 ft- 2 ft
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Q: THEORY OF STRUCTURES Using the Portal method of analysis , determine the vertical reactions at the…
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Q: Calculate the reaction supports at point A and D (i.e., Ay and Dy) for the beam shown in figure,…
A: Solution:-
Q: below the crown C. The arch carries the load system as shown in Fig. 11.15. Determine the horizontal…
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Q: Q23: let F= 4501b and p=300lb ,determine the m for these forces about points A,B,c and D,as moment…
A: Given:- The magnitude of the force F = 450 lb The magnitude of the force P = 300 lb To determine:-…
Q: 45 kN/m 97 kN 77 kN/m A B 2 1,5 (m) 14
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Q: Problem 1. Determine the hinge reactions (in kN) at point B for the beam shown. 100 KN/m 60 KN/m AB…
A: The length of beam = 10mThe beam is simply supported with hinge at left end and roller at right…
Q: Page |4 QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a…
A: Take moment about B∑ MB=0RA3-151.5+1212.523×1.5=0RA≈4.5kN
Q: 1. Determine the reactions for the beam shown below. 1.3 kN 0.6m 0.45 kN/m 1.8 kN 1.8 m 1.2 m 3m
A: 1. Determine the reactions for the beam shown below.
Q: 4. Calculate the support reactions and plot the internal force diagrams for the following multi-span…
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Q: Three-Moment Equation 1. Determine the support reactions and draw the shear & moment diagram. Figure…
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Q: 1. Calculate the support reactions, calculate internal forces on the designated section C, and plot…
A: Note: Since you have posted multiple independent questions in the same request, we solved the fourth…
Q: b) For the beam shown Figure Q1.b Calculate the value and directions of the reactions Calculate and…
A: Reactions: A beam with the three supports is a statically indeterminate beam. However, due to…
Q: 3. A simply supported beam is 5 meters in length. It carries a uniformly distributed load including…
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Q: 2. From the given figure below, determine the following: a. reactions at A & B. b. shear and moment…
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Q: 4. Calculate the support reactions and plot the internal force diagrams for the following multi-span…
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Q: Calculate the support reactions? b) Immediately after support A, just before point B and immediately…
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Q: A compound beam is subjected to three concentrated loads, as shown in Figure 2b. Using influence…
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Q: Given the structure shown with weight W = 40 kg, determine the resultant reactions at pin G, pin B,…
A: Weight W=40 kg Weight of pulley=5 kg
Q: P y Wo A Мо C D E d
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Q: 25 kN/m A В 50 kN-m 6 m
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Q: Analyze and find all reactions at supports due to a vertical settlement of (5 cm) at point (C) for…
A: Given -
Q: Q.3) (a) Find the support reactions of the beam shown below. (b) Write the expressions for…
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Q: 1) Assume q, = 2kN/m and ga = 4 kN/m and a = 2 m and b = 3 m. Find the support reactions. A В --
A: Consider the free body diagram of the beam shown below.
Q: Q2: For the beam shown in Fig.(2), find the reaction forces at supports A and B respectively?…
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Q: Determine the reaction/s at each support, given the data and figure below. X = 6 kN/m %3D Y = 14…
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Q: 2. From the shown shear diagram below, solve for the following: a. Largest concentrated load (not…
A: Shear force diagram of a beam is given. First we will find laods and draw actual loading daigram.
Q: Page | 4 QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a…
A: Take moment about A:∑ MA=0 RB1.5-151.5-1212.51.54.5-1.53=0 RB=19.5KN
Q: 25 kNm 15 kNm 40 kN/m 2.4 m 1.2 m A
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Q: |10 kN 5 kN/m 20 kN• m 10 kN C D -2m 2 m m2 m 2 m 2m 2 m 题3,26图
A: We will find reaction forces using equilibrium equations Sum of the forces is equal to zero Sum…
Q: 1 KNim 6 N. 30 Determine the support reactions for the overhanging beam shown in Figure;
A: For a body to be in equilibrium, following conditions must be fulfilled Sum of all the forces in…
Q: Situation: For the beam shown in figure 4, Find the maximum shear force. a. 100 KN b. 60 kN C. 40 kN…
A: Given data Question-1 and 2 Find maximum shear force and maximum moment in beam. Question-3…
Q: Use the force method. I have a correct answer, it is: VA = 21 kN (↑); HA = 6.50 kN (←); VB = 21 kN…
A: Sum of horizontal forces is equal to zero Sum of vertical forces is equal to zero. Sum of moments…
for the following beams shown, determine the reactions at the support/s with fbd
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- An open tank 1.82m square weighs 3.425 kN and contains 0.91m of water. It is acted by an unbalanced force of 9.4 kN parallel to a pair of sides. What is the force acting in the side with the smallest depth?Given Figure E1, draw the active earth pressure distribution. Use gw = 9.81 kN/m3. Determine the magnitude and location of the active thrust.A concrete dam retaining water is shown below, if the specific weight of concrete is 23.5 KN/m, find the factor of safety against sliding, the factor of safety against overturning, and the pressure intensity on the base. coefficient of friction between dam and foundation soil is 0.45 ? (y water 9.8 KN/m').
- A concrete gravity dam with a trapezoidal section is holding water as shown in the figure. A distance of 15 meters from the toe, a drain is located. The drain has a pressure due to uplift of zero and increasing uniformly to full hydrostatic at the heel. Upstream face 1H:5V, while downstream face is inclined 1H:2V. Which of the ff nearly gives the maximum foundation pressure on the base of the dam in kilopascal ? Assume 23.54 kN/m3 for the unit weight of concrete. a. 3114 b. 1095 c. 4115 d. 964 e. 6805. What is the factor of safety against overturning for the triangular dam? Determine the pressure distribution at the base of the dam. Neglect hydrostatic uplift. Use unit weight of concrete 24kN/m³.A concrete dam retaining water is shown in FIGURE FMHF-1. If the specific weight of concrete is 23.5 kN/m^3, determine the following: Factor of safety against sliding (coefficient of friction: 0.48)a. 2.48 b. 1.34 c. 3.77 d. 3.42 39. Factor of safety against overturninga. 1.34 b. 3.105 c. 3.416 d. 1.987 40. Maximum soil pressure intensitya. 73.22 b. 183.48 c. 173.53 d. 58.48
- If a triangle of height d and base a is vertical and submerged in liquid with its vertex a distance below the liquid surface, determine the depth to its center of pressure. What is the horizontal force acting on the triangle? Assume ? water = 9790 N/m3. f = depth to apex, 2m d = height of triangle, 1m a = width of triangle, 1m The horizontal force (N) acting on the triangle is:A concrete dam retaining water is shown. If the specific weight of the concrete is 23.54 kN/m3, find the maximum pressure on the base. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48. Y = 5.6 m B = 3.2 m W = 1.6 h = 4.8An open tank 3m by 3m in horizontal section weighs 4 kN and contains water to a depth of 1m. It is acted by an unbalanced force of 18 kN parallel to the pair of sides. a) Determine the acceleration of the tank. b) What must be the height of the tank so that no water will spill out? c) If the acceleration is increase by 4m/s2 , how much water will spill out?
- An open horizontal tank 2 m high, 2 m wide and 4m. long is full of water. a) How much water is spilled out when the tank is accelerated horizontally at 2.45 misec in a direction parallel with its longest side? b.) What is the porce acting on the side with the greatest depth? c.) Compute the required accelerating force.A vertical triangular plate whose height is 3.6 meters has its base horizontal and vertex upper most in the water surface. a. Find the depth to which it must be lowered from its vertex so that the difference in level between the center of gravity and the center of pressure shall be 20cm. b. How far is the center of pressure below the water surface? c.What is the base width of the plate if the total hydrostatic force acting on the plate is 76.28 kN?A. A concrete dam retaining water is show in the figure. If the specific weight of concrete is 23.5 KN/m^3. What is the total hydrostatic force? Find the resultant force. Find the factor of the safety against sliding if the coefficient of friction is 0.50. What is the factor of safety against overturning? Find the location of the resultant. Find the maximum intensity pressure. Determine the minimum intensity pressure.