D W=2 kips/ft hinge w= 2 kips/t 12 E L 12 12 – 12- P7.25

Q: 3. Determine the angle of rotation at free end of the beam using area-moment method. q = 150 N/m and…

A: Given data : q=150 N/m L=5m Determine the angle of rotation at free end?

Q: - Determine the reactions at the support. . Draw the shear and moment diagram. . Find the maximum…

A:

Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

Q: Q3. What is the relative displacement of points A and B when subjected to forces P. Consider only…

A: Relative displacement, which is displacement of a point on a structure with respect to its original…

Q: Determine the value of moment that must be applied to the left end of the beam in Figure P8.22 if…

A:

Q: Compute the horizontal and vertical components of deflection at point D in Figure P8.28. EI is…

A: Deflection: It is defined as the degree which is related to an element of a structure whose shape is…

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm², E =…

A:

Q: P8.22. Determine the value of moment that must be ap- plied to the left end of the beam in Figure…

A:

Q: P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.4, E = 29,000…

A:

Q: Determine the displacement at B. EI is constant. Use the conjugate-beam method.

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Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: E = 4000 Kips/in.2 Determine the vertical deflection and slope at B and C. Determine the minimum…

Q: 6. A 12 - m simply supported beam is carried by two concentrated loads. The loads present are 35 kN…

A:

Q: Use the moment-area theorems. A. Compute the slope B. B and displacement at B. EI is constant.

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Q: Draw the shear force and bending moment diagrams. P = 25 k and w = 3 klf. Solve using the force…

A: Consider the F.B.D Consider moment at A VD×15+25×15-3×15×7.5=0VD=-2.5 kVD+VA=25VA=27.5 k

Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A:

Q: Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by…

A: Solution: Givendata, θ = 34°θ = 43 deg/s˙θ¨ = 28 deg/s2L= 0.75mmass of slider = 0.6-kg Consider the…

Q: P7.18. The vertical reactions at supports A and D of the indeterminate beam in Figure P7.18 are…

A: Given: Beam ABCD as shown Compute Slope at B and Deflection at C using conjugate beam method

Q: moment-area theorems and determine the displacement at C

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Q: Consider the beam shown Suppose that P= 18 kN moment-area theorems. F

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Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: I am so sorry due to less availability of time i couldn't solve the second part  But it's so easy…

Q: Solve Problems by the moment-areamethod. EI is constant. Compute the slope and deflection under the…

A: Solution Consider the diagram

Q: P8.7. Determine the value of the force P applied to joint C of the truss in Figure P8.7 i deflection…

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Q: P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.¹, E = 29,000…

A: E=29,000 ksiI=1200 in4

Q: Q5. Determine the horizontal displacement of point C of the frame shown below. Take E=200 GPa and 1=…

A: Given :

Q: Solve the Ff. pNbloms A Pitot- státic tube (c, 1.6) is used to measure air speed with water…

A:

Q: P8.27 P8.28. Compute the horizontal and vertical components F of deflection at point D in Figure…

A:

Q: Please solve for the vertical displacement at C. (EI is constant and A is a fixed support). Convert…

A: Find: vertical displacement at C

Q: Determine the angle of rotation 6, at free end of the beam using area-moment meth od. q = 150 N/m…

A: Draw the M/EI diagram. Then using the moment area theorem 1st the value of rotation at free end can…

Q: P8.31. For the steel rigid frame in Figure P8.31, com- pute the rotation of joint B and the…

A: Given  E=200 Gpa= 200×103 Mpa  I= 200 × 106 mm4

Q: The compound shaft made from the same material consisting of two segments AC and CB is firmly…

A:

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 x 106 mm², E: =…

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Q: Calculate the vertical component of the internal force at B. Let W = 3 kips/ft. and P = 19 kips…

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Q: Compute the slope at support A and the deflection at B in Figure P8.18. EI is constant. Express your…

A: Solution:

Q: Determine the displacement at point B by the method of Virtual Work in Q.5. EI is constant. 8k 3k/ft…

A: Method of virtual work is the method of virtual forces that allows the law of conservation of energy…

Q: Please solve the problem in the picture, find all of the reactions and please show the shear, moment…

A: I hope its helpfull.thank you.

Q: Determine the vertical displacement of joint B. AE is constant. Use the principle of virtual work.…

A: Solution Applying the equilibrium condition Take moment about C ∑MC=0-Ax*6-150*8=0-Ax= 200…

Q: P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.4, E = 29,000…

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Q: Q. 3. Determine the reactions and draw the shear and moment diagrams for the structure shown. El is…

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Q: Use the moment-area theorems and determine the displacement at C. Take E = 200 GPa, I= 500(106) mm4.

A: Given:- The magnitude of the point load on the beam = 60 kN The value of modulus of elasticity (E) =…

Q: 15 k A C B 6 ft 6 ft

A:

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.