2 m, 2 m -3 m→-3 m- A idB dc dp 5 kN D 5 kN 10 kN

Q: Q1. Determine the reactions at A, B, C, D of fig. * B

A:

Q: If d = 3 m, determine (a) the reaction at A, (b) the reaction at E, (c) the distances d, and d,.

A: Given:- P1=10 kN P2=10 kN P3=10 kN To find:- 1) Reactions at A 2) Reactions at E 3) Distance dB and…

Q: Determine the reactions at point A and C.

A:

Q: 400 N/m В 3 m 3 m

A: Let RA and RB are the reactions at A and B By using law of equilibrium  ΣFy =0 RA+RB = (1/2)X400X6…

Q: Determine the Reactions.

A:

Q: 900 N 1.5 m 1.5 m A 1 m 45° 500 N m B

A: Drawing the free body diagram of the system, Balancing horizontal and vertical forces: -

Q: Knowing that P = 6.26 kN, find the rectangular components of the reactions in A and H, and use the…

A:

Q: 75 Ib 10 in. 10 in. 12 in.

A:

Q: A has a fixed support and B has a sliding support. Determine the reaction forces occurring in A and…

A: P1 = 40 kN P2 = 20 kN L = 6 m

Q: Determine the reactions at A and B when 0 = 55°. 250 mm 150 mm C A 90 mm D

A:

Q: T F A В

A:

Q: C - 1 m 30 N wwwww B A k 2 m k -www D E

A: The applied force is, To find the reaction force at all the support A and E.

Q: Determine the reactions at A and C when (a) a =0, (b) a = 30°. af 800 mm 300 N 300 N B 200 mm 200 mm

A: Ans Given Now draw the FBD of the link ABC asNow net moment about point C is zero as Now take…

Q: Determine the reactions at A and C when (a) a= 0, (b) a = 0, (c) a = 30°.

A: Given data: Dimension in the figure. Part (a) When α = 0°. Taking moment about point C, Here, RA is…

Q: Knowing that 0 = 30°, determine the reaction (a) at B, (b) t C.

A: Given Data: The force applied to the member is P. The angle θ=30∘ The free-body diagram of the…

Q: 750 N 80 mm -170 mm- A B 125 mm C 75 mm

A:

Q: Given the truss shown, determine the value of the reaction at A, in KN.  C= 13 KN D=23 KN E = 54 KN…

A:

Q: The 48-lb load can be moved along the line of action shown and applied at A, D, or E. Determine the…

A:

Q: Determine the support reactions:

A:

Q: Determine the reactions at B and D when b = 70 mm. 80 N A D O 75 mm 250 mm -90 mm- b 70mm B

A:

Q: Determine the reaction at A by using any method. C A -L/2- w -L/2- B

A:

Q: W W a

A: given:

Q: Determine the vertical and horizontal components of reactions at A and B.

A:

Q: Determine the reactions. 15 kN/m 3 4 3 m 2 m 30 kN 2 m 12 kN/m 3 m

A:

Q: A 300 N ladder is resting at point A and B. Determine the reaction at A and B.

A: Given:The weight of the ladder is given to be W=300 N

Q: Knowing that 0 = 60°, determine the reaction (a) at B, (b) t C.

A:

Q: Given F1=155 N, F2=187 N Determine the z component of the moment of reaction at the fixed wall A (in…

A:

Q: Determine the reactions at A and B when β= 80°.

A: The free body diagram of the beam is given below,

Q: Determine the reactions at the supports.

A: The forces acting at the supports are shown in the below free-body diagram. At equilibrium,  ∑Fx =…

Q: A pump draws water from a lake delivered to a height of 50 meters above the lake and encounters 15…

A: Given data:

Q: ato b – B а. A

A:

Q: A motor M is used to slowly reel in the cable shown. Knowing that the mass per unit length of the…

A: w=0.4kgmL=10 m             hb=5m           yb=c coshxbchb+c=c coshL2c5=ccosh5c-1

Q: Determine the reactions at B and D when b = 55 mm.

A:

Q: Determine the Z-component of reaction (Fz) at ball and socket joint A If P=55.7

A:

Q: Determine the reactions at B when b = 60 mm.

A: The member CD has two force members, the line of action of reaction at D must pass through points C…

Q: 2. P=2000N,q=1000N/m Determine the reactions at A and D В рoint 2 m 1m

A: Given Data: The force P = 2000 N. The maximum intensity of triangular load is q =1000 N/m.…

Q: Problem 2 If d. = 3 m, determine (a) the reaction at A, (b) the reaction at E, (c) the distances d,…

A: Given:- dc=3m P1=P2=P3=10kN To find:- 1) Reaction at A and E 2) dB and dD

Q: P24-2. A 12-m pole supports a horizontal cable CD and is held by a ball and socket at A and two…

A: The tension in cable CD is 14 kN. The value of ϕ with the vertical xy plane is 25°.