Q 20/The uniform slender bar of length l is placed in the opening of width d at the 30° angle shown. For what range of l/d will the bar remain in static equilib- rium? The coefficient of static friction at A and B is H = 0.40. Ms 30° B A d - Fig. 20

Q: 5 kN 70° 7 kN Determine the magnitude of F1 for equilibrium. Set F2 = 6.0kN . Determine the angle…

A: Given F2= 6kn Need to find F1

Q: FORCES, RESULTANT 90° & MOMENT F1 76 DEG 2. The forces shown in A 50 DEG the figure are directed at…

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Q: 2. The uniform 10-kg ladder in the figure rests against the smooth wall at B , and the end A rests…

A: Given  Coefficient of friction= 0.3  Mass of ladder = 10 kg

Q: 24 Determine the vertical displacement at joint A, if members AB and BC experience a temperature…

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Q: From the continuous beam show, determine the reaction at B in kN El is constant. 250 kN 20 kN/m B E…

A: For given beam,find reaction at B Here for continuos beam,we will use slope and deflection method to…

Q: SET 3: 100 kN w = 40KN/m С 5m 3m Зт р A 8m Ов OB 10т THREE MOMENT EQUATION METHOD 8) What is the…

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Q: A uniform bar AB is resting in a horizontal position on smooth inclines as shown below. Determine…

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Q: EXAMPLE Determine the horizontal displacement of point Con the frame shown in Fig. 9-20a. Take E =…

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Q: For the simply supported beam carrying the concentrated load P = 176 N at its midspan, determine the…

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Q: A vertical 1-kg slender rod is pin-connected to cylinder A. Starting from rest, cylinder A moves to…

A: To determine: (a) Angular acceleration of the rod (b) horizontal and vertical support reactions at…

Q: Q2/ Determine the member end moments and reactions for the beam show in fig. for the loading. use…

A: To calculate member end moments and reactions for the beam use the slope deflection method.

Q: RESULTANT F1 = 50 KN AND F2 = 30 KN МОMENT F1 F3 = 80 KN F2 PROBLEM 2 The forces shown in the figure…

A: Given  F1= 50KN  F2= 30KN F3= 80KN AB = 5m , force is acting at middle = 2.5m BC = 8m , force is…

Q: Q.02. The floor beam in below figure is used to support 6 meters width of a plain concrete slab…

A: GIVEN DATA: DENSITY OF PLAIN CONCRETE=22KN/m3 DENSITY OF ROCK=26KN/m3 DENSITY OF PLASTER =18KN/m3…

Q: 5- Find the vertical movement of the roller (c) in fig shown : E=2 10 MPa 50 kN A=300 mm? 3m b 2 m

A: The given data is: E=2.105 MPaA=300 mm2 L=3 mm2 The FBD of the beam is shown below:

Q: 10. If Ø = 45°, F1 = 5KN , and the resultant force is 6 kN directed along the positive y axis,…

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Q: Question 2(a) Analyse the beam ABCD in Figure Q2(a) for the support moments at B and C. Use the…

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Q: P 7.13 The horizontal force P acts on the rim of the homogeneous cylinder of radius R and weight W.…

A: Show the free body diagram of the cylinder as shown below:

Q: The horizontal force P = 64 N is applied to the upper block with the system initially stationary.…

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Q: For the frame shown, the Slope-deflection Method (a) to determine the reactions and (b)to draw the…

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Q: 3-5.16. The forces acting.on a 1-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward…

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Q: 250kN 180KN B C 4m 4m 2m 4m 21

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Q: 7.83 The homogeneous bar AB of weight W and length L is lifted by the force P that is perpendicular…

A: The resultant force due to the weight of the homogeneous bar AB acts at a distance of L/2 from A and…

Q: Problem No. 2: For a continuous beam loaded as shown in figure. Assume El is constant. Using Slope…

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Q: 7.88 The panel of weight W with its center of gravity at G is placed between vertical guides and…

A: In the given panel, there are three forces acting and all the force intersecting at point C.Show the…

Q: 3. The 50-kg uniform pole is on the verge of slipping at A when 0 = 45°. Determine the coefficient…

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Q: Blocks D and E have a mass of 4 kg and 6 kg, respectively. If F = 80 N, determine the sag s and…

A: ξFx=0    69.81SM∅-49,81SMθ=0    SM∅=23sinθ → 1

Q: Q.02. The floor beam in below figure is used to support 6 meters width of a plain concrete slab…

A: The given data is: Width of plain concrete slab (bc) = 6 m Thickness of plain concrete slab (hc) = 4…

Q: SITUATION 4 A simply supported beam, 6 m long, is subjected to a clockwise couple of 96 kN-m at the…

A: we have to answer given 3 questions.

Q: The barrier shown between two water tanks of unit width (I m) into the plane of the screen is…

A: Given: The figure is given below, The density of water is 1000 kg/m3. The acceleration due to…

Q: RESULTANT AND МОМENT F1 = 50 KN F2 = 30 KN A F1 F3 = 80 KN F2 PROBLEM 2 The forces shown in the…

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Q: 14. With the increase in flow velocity, Reynolds number a) Increases b) Decreases c) Same d)…

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Q: Determine force P required to be applied on the block of weight W for 5 seconds for it to reach a…

A: Using impulse momentum principle

Q: H.W.3: For the beam shown in Figure El = 100,000 kip-ft? and use discontinuity functions to…

A: Assuming RC is reductant ∑M=0R×32+RC×16-75×24-7×10×8=0RA=54.25-0.5RC Considering the Discontinuity…

Q: The uniform 25 Ib-f ladder in the figure below rests against the smooth wall at B, and the end A…

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Q: 37.5 kl 100 kN C 21

A: Given:- To find:- -End moments-Reaction calculation

Q: P C 3m 3 1 2 4m

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Q: 3-5.16. The forces acting.on a l-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward…

A: Introduction: A dam is a structure that prevents or regulates the flow of surface or subsurface…

Q: In the portal frame shown, sway is prevented by a reaction at B. Draw the bending moment and shear…

A: Given  A frame Required  Shear and bending moment diagram  And also find the sway reaction at B.

Q: 4. AX kN load will fall from a height of W/5 m. Assume El = 400 x 1010 Nmm2. %3D (X kN „W, kN/m W/2,…

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Q: A horizontal bar of negligible mass is hinged at A and assumed to be rigid. It is supported by an…

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Q: 1. The forces acting on a 1-ft length of a dam are shown. The upward ground reaction varies…

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Q: The horizontal force P = 64 N is applied to the upper block with the system initially stationary.…

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Q: Problem #5 YN 10+A m A 30° Bm 17. What is the vertical component of the concentrated load in the…

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Q: Determine the support reaction at C using Conjugate Beam Method. Indicate the negative sign if the…

A: Consider the given figure \ Consider F.B.D

Q: The uniform 25 lb-f ladder in the figure below rests against the smooth wall at B, and the end A…

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Q: reaction at B (By) is equal to zero. . Given that F1=170 KN; F2 = 127.5 KN. %3D

A: Given:- F1=170kN F2=127.5kN By=0 To find:- F3

Q: The small collar of mass m = 0.56 kg is released from rest at A and slides down the curved rod in…

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Q: Determine the smallest force P subjected at the wedge B that is required to lift the B Newton crate…

A: Given, B=465 N μ=22÷100=0.22 H=12 We need to find out P.

Q: A 0.25-kg hollow square thin plate is pin-connected to a wall with an outer side length of c = 15 cm…

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Q: using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the…

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.