Course: Stress of BO BE CE ARCA = 0.012m² 240 N A 4m 4m 400 N

Q: etermine the forces 3 kN 3 kN 2 m D 2m 2m B 2m 2m H 2m 2m A, F 3m 3m 0 LN

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Q: 20 kN 20 kN 20 kN H Ha 50 kN 10 kN +10 kN 6 m E G 3m - 3 m - 3 m 3 m - FIGURE 1

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Q: A 3.0m high embankment is to be constructed as shown. Determine the stress increase at P1. (49.81)…

A: Introduction- The embankment is an earthen material that is deposited and compacted to elevate the…

Q: Discuss SAINT-VENANT’S PRINCIPLE?

A: Saint Venant's Principle is expressed as At sufficiently great distances from the load, the…

Q: 2. Find and draw influence lines of Fea, and the vertical component of Fee. A в D E F 5 m 6 at 6 m =…

A: Given- L=36m The diagram is given below-

Q: etermine the resultant force that water exerts on the overhang sea wall along ABC he wall is 2 m…

A: to determine resultant force

Q: 20 kN Frictionless Roller: radius = 600 mm A 2m 30 kN/m B 1m 5m

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Q: SITUATION 8: A trapezoidal channel discharging 20.40 m³/sec at a depth of 1.2m and a base width of…

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Q: Set P1_1 = 58 kN , P2_2 = 33 kN . (Figure 1)

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Q: Shear Stress W= 1o EN/m 6. 5m T ? 2. Ta

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Q: 80 kN 60 kN -10 kN/m 40 kN LA 2 m m. 3 m 3 m 2 m1 m

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Q: resultant force F due to 4 m 3 m water acting on the 3 m by 6 m rectangular area 6 m AB shown. 6. B…

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Q: 1. Find the hörizontal force of the water on the horizontal bend shown below. V, - 30 fus 3 in. dia.

A: Given data  Velocity  Diameter of 1 pipe  Diameter of 2 pipe. We will solve it using momentum…

Q: Given is the 200mm X 400 mm rectangular beam below. 9 KN 7.50 kN/m 1.50 kNm A B 1.50m the left end…

A: Given 200 mm*400 mm rectangular beam It is asked to find Flexural stress developed at 1.50 m…

Q: Solve for the total hydrostatic force and its location with repect to oil surface S : 08 am 8m

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Q: 5. The ground conditions at a particular site are as follows: Description of stratum Made…

A: I am solving the only question no 5 here, kindly resubmit the question for part 6.

Q: the water table the ground sur change in the e the bottom of t m^2?

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Q: A trapezoidal plate measuring 2 m at top edge and 3 m at the bottom edge is immersed in water with…

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Q: 6 kN 4m 6m E 6 m 8 kN

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Q: 200 kN 200 kN B D. 3 m 3 m -3 m- 3 m 21 E- constant

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Q: igure 1 180 kN 270 kN B 3 m 3 m 3 m 21 alculate the following: a. Maximum deflection b. Slope at…

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Q: Determine the vertical displacement at point B. 15 kN 6 kN/m 2EI COO El El VA 2.0 m 4.0 m 2.0 m Vo…

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Q: Soil Ysat = 125.0 pcf 2 ft 3 ft Datum B Determine the effective vertical stress (psf) for point D. 1…

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Q: Shear Stress H.W W= 1o kN/m 5m Taz ? ,こ?

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Q: . Calculate the vertical effective stress in kpa at 5m depth, assume y, = 26.5 kn/m³and that the…

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Q: Draw the free-body diagram for the following problem. The smooth pipe shown.

A: The free body diagram of the given figure is drawn by replacing the supports by the reactions as…

Q: below: 40 kN 6 kN/m 2EI El 2m 2m 5m Determine the displacement matrix [A] a. [A] = %D loc O b. [A] =…

A: for displacement matrix  unknowns are taken which are free  i.e... either for rotation or…

Q: A pipe carrying water has average irregularities projecting from the surface of the boundary of the…

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Q: Find the passive earth pressure for angle of sheraing resistance 26 degree

A: Given data: Find the passive earth pressure for angle of shearing resistance 26 degree

Q: What is the equations for static equilibrium? * ΣFx 0 ΣFy -0 ΣFz 0 EMz = 0

A: Equations of static equilibrium - These are the equations developed, considering all the forces and…

Q: (b) Draw compel shear force diagram aH diagram of the given figure. 9KN/m 5 KN 3 KN/m 3m 1.5m 2.7m…

A: For drawing the shear force and bending initially we need to calculate the reaction of the beam with…

Q: A square plate having each side equal to 3m is submerged vertically in water such that the upper…

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Q: 5 kN 2 m A 6 kN 8 kN 2 m - 2 m 2 m

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Q: Explain about the Vane-Shear Test.

A: Vane shear test is a soil test which is used for determining the shear parameters of soft clayey…

Q: What is the verfical displacement at: B? Yp=? Cin mm what temperature change will causse zero ·AT =…

A: Rods 1 & 2 are in series hence they will be subjected to same tensile force

Q: in A

A: Given data:

Q: 3. GIVEHI RECTANGULAR SUBMERGED BBJEA Of WワTH W> m 60°

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Q: The degree of indeterminacy for the structure is given as 24 kN E5 m w = 12 kN/m 10 m to 3A m

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Q: 3 KN 2 KN 2 KN - 0.3 m 0.3 m 0.3 m- 0.4 m - 5 KN

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Q: Draw the shear and moment diagrams for the beam.

A: Free body diagram :-

Q: 4. A rectangular plan surface 5 m wide and 7 m deep lies in water in such a way that its plane makes…

A: P {Pressure (hydro static ) is given by} = ρgh ρ = 1000kg/m3 g = 9.81m/s2 θ(angle made by…

Q: Figure 1: 12 kN/m B 100 kN 4 m HNGE m--1.5 m- 5 m

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Q: A longitudinal rectangular surface is hanged into the water such that its top and bottom points are…

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Q: component of the total hydrostatic

A: length of gate = 3.11m a =7.8m b= 2.4m r=3m we need to find the vertical component of force

Q: Determine the stress in member dg. 13.33 KN (T) 21.33 KN (C) 14.17 KN (T) 52.00 KN (C) 8 kN MTM None…

A: Given:- A truss is given, The magnitude of the vertical force at B = 16 kN The magnitude of the…

Q: - The post is fixed to the ground and a uniform pressure of 7 lb / ft² acts perpendicular to the…

A: Given : Uniform pressure - 7 lb /ft2 To Find :  the moment about all 3 axis at pt B

Q: A square gate (4m x 4m) is located on the 45° face of a structure. The top edge of the gate lies 8 m…

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Q: r= 7.36 m f the resultant of the point B, determine gystem at O. 45 kN 1.2 m A 18 kN

A: To determine the equivalent force-couple system at O

Q: Q1: Find ADH? 10 kN/m 5 m El constant

A: When a force acts on a frame, the body deflects in the direction of the force. The force can be…

Q: 1. Determine the Degree of Freedom of the following Structure 20 kN 15 kN 10 KN E 10n D. 2m -10n-…

A: Hello dear this is the solution of your problem The answer is found to be Problem 1 DOF=13 Problem 2…

Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.