4. Determine the resultant reaction at A, D, and E. 4 kN/m A В 2 m E D -1.5 m -1.5 m 5 kN

Q: Determine the components of reaction at E. Take P = 4.9 kN and w = 5.8 kN/m. A) Determine the…

A: where, RAH and RAV are the horizontal and vertical reaction forces at A REH and REV are the…

Q: If cable AB is subjected to a tension of 8 N, determine the tension in cable AD (in N). F 2 m D. 6 m…

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 angle (0) and the normal reaction (N) between

A: Given: W= 800 N To determine: Angle theta Normal reaction N

Q: Determine the reactions at the supports. O A) B(y)=900 N 400 N/m 3 о В) Ву)-50O N В А O C) B(y)=600…

A: As per given question  L=6m W=400 N/M We have to y component at point B

Q: 3. Determine the components of reaction at the fixed support 4. Neglect the thickness of the beam.…

A: To Find :  Determine the component of reaction . Given : force applied shown in figure

Q: R=0.8m

A: Given

Q: If d. = 15 ft, determine (a) the reaction at A, (b) the reaction at E, distances d and d,. (c) the

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

Q: 2. Determine the reactions at 'B' and 'D' 20 kN 6 m 6m 2 m 2m 4 m

A:

Q: Determine the reactions at A and B on the beam. 600 N 800 N 900 N-m 15 m

A:

Q: T F A В

A:

Q: 2. Determine the maximum mass of the lamp that the cord system can support so that n single cord…

A:

Q: H.W/: Draw (F.B.D) for the system and determine the reactions at point A as shown in figure The body…

A: Draw the given diagram for the problem. RV Resolve the 6 kN force in horizontal and vertical…

Q: 2. The weight W=6 kN hangs from the cable which passes over the pulley at F. Neglecting the weights…

A:

Q: 625 N /m 400 N /m A B 2.5 m 6 m

A: Given Data The uniform distributed load acting on the beam is 400 N/m.  The uniform varying load…

Q: The weight W = 9 kN hangs from the cable which passes over the pulley at F. Neglecting the weights…

A:

Q: 5. Determine the tension developed in cable AD to have the tower in equilibrium if the tension in…

A: Find the position vector of points  A, B, C and D: rA=30 k^rB=10 i^-15 j^rC=-15 i^-10 j^rD=12.5 j^…

Q: Find the reactions at D and B .Take F1=200 N,F2=175 N, F3=150N, M=28 N.m, * F1 F2 45 + 85mm +75 mm-…

A:

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

A:

Q: Q2// Determine the reactions at pine A and the tension force in the cord if that applied force P to…

A:

Q: P2 B. C 4 m D -3 m- -3 m- -3 m- -3 m-

A:

Q: Find the reactions at D and B ..Take F1=200 N,F2=175 N, F3=150N, M=28 N.m, * F1 F2 45 85mm- -75 mm-…

A:

Q: Q2) Determine the reactions at the roller at A and pin at B. 10 kN -0.6 m -0.6 m 6kN 0.8 m 30 60 0.4…

A:

Q: 2) Determine the components of reaction acting at the smooth journal bearings at A, B, and C. 300 N…

A: Given data:

Q: Q: Determine the reactions at the points A and B. 100 N 150 N 0.2 m 450 D 4 m 6 m 4 m 50 N

A:

Q: 1-) Determine the magnitudes of support reactions at A and B for the given system and loading.…

A: A is pin support B is roller support.

Q: Determine the reactions at B and D when b = 60 mm. 80 N A D 75 с 250 mm -90 mm- B

A:

Q: Q4/ For equilibrium condition, determine M, and the reaction at O. 150 mm M 150 mm 60° 30° 320 N 160…

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 (a) h=0, (b) h= 200 mm.

A: The free-body diagram is  given below:

Q: Determine the horizontal and vertical components of reaction at point O F = 300 N 30° 45° 0.3 m 0.4…

A: Fx=300×cos30°=259.807N (in horizontal forward direction) Since it is an action force so, in reaction…

Q: The weight W = 6kN hangs from the cable which passes over the pulley at F. Neglecting the weights of…

A:

Q: A 800 N 600 N B 0.8 m (0.4 m 0.4 m 0.8 m

A:

Q: Determine the value of the reaction between the floor and the lower block. 500KN 60 1000 kN

A:

Q: Given the bended rod as shown below. Determine the following: a.) The x-component of Reaction A. b.)…

A: GIVEN DATA- A LOADED BAR GIVEN WE HAVE TO FIND REACTION FORCES

Q: If dc = 15 ft, determine (a) the reaction at A, (b) the reaction at E, (c) the distances dB and dD .…

A:

Q: Bài 4: 1kN/m B 3m 4m D 3m

A: Given, UDL = 1 kN/m

Q: Determine the reactions at A and B. -250 mm→250 mm- 150 N 300 mm G 100 mm B. 60°

A: Since A is a pin support , 2 components of reaction will be developed restricting horizontal &…

Q: Determine the vertical and horizontal components of reactions at A and B. 2 m 400 N/m D 1.5 m E 3 m…

A: Convert the uniformly distributed load into the point load. Draw the free body diagram of the truss:…

Q: Determine the horizontal and vertical components of reaction on the beam at point A The beam has a…

A: For the given cantilever beam  mass of the beam is 100 kg  To determine  The horizontal and…

Q: Q2/A/The reaction at A is 40N 200 mm 300 mm 20N 300mm 45°

A:

Q: The weight W = 9 kN hangs from the cable which passes over the pulley at F. Neglecting the weights…

A:

Q: Q4/ For equilibrium condition, determine M, and the reaction at O. 150 mm M- 150 mm 60° 30° 320 N…

A:

Q: Determine the horizontal and vertical component at A and B neglect the weight of the beam 1.5 m 4 kN…

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Q: 4 m B -3m- -3 m- P₁ -3 m P₂ -3m- C D

A:

Q: Determine the reaction at A when B = 30°. - 280 mm A 180 mm 100 mm C ( 150 N 189 N 210 N 244 N 276 N

A: Answer: The reaction at A is 244 N. Therefore, the correct option is (C).

Q: 150 lb/ft A B 6 ft – -8 ft

A:

Q: Determine the reactions at A and B. 200 N/m 400 N/m

A: given; lets take reaction force at A=RAlets take reaction force at B=RBAC=CB=6ftAB=12ftload…

Q: Determine the components of reaction at C. 250 N 2 m B D 2 m E -1.5 m-1.5 m-1.5 m--1.5 m-

A: Solution:

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.