2. (a) Draw a free body diagram for member ABC shown below. (b) Determine the reactions...
For the truss shown below, 1. Draw a free body diagram and determine the reactions at supports (D and A) 2. Determine the force in all members of the truss and specify if they are in tension or compression. 3. Do your homework assignment by your own in a neat way. E D 2 m A B - 2 m 2 m 400 N
Draw the free-body diagram of the member ABC, which is supported by a pin at A and a horizontal short link BD. Neglect the weight of ABC and determine support reactions at A and B. 0.5 m 30° 50 kg
Problems S.13 (a) Draw the free-body diagram of the beam. (b) Determine the reactions at the supports. A 6 m 40 kN В 8 m 12 m Problem 5.13
Reactions of all pins and members must be calculated. Draw the free-body diagram of each member (AB, BC, AD, EDC) and pin (A, B, C, D, E). Then, find all the forces previously reported. Force at C (5 kN) is applied on the pin C 5 kN/m 1 kN/m 1 kN/m 2 kN-m 2 m 1.5 m 1.5 m 5 kN
. Draw the free body diagram for each member of the frame shown be but do not calculate any reactions. 5 m 5 m 4 m 4 m I m Not to scale What are the reactions at A for a weight W?
Please show all steps, thanks! Determine the reactions on the member ABCD of the frame shown below. Express you answer on a free body diagram of the member. 2 kN/m 2 kN/m 1 m Im 1 m 1 m
Draw the Free Body Diagram of the beam. Determine the reactions at the supports A and D. 5ft - 3ft-
QUESTION 2 a) The frame shown in Figure Q2 below supports a 180 N from its cable. Draw the free body diagram for the entire frame and member ADEF. Then, determine the reactions at A, D and E necessary for equilibrium. (8 marks) R-0.2 m 180 N 2 m 3 m 3 m 2.5 m 2 m Figure Q2 b) Analyse (with simple calculation) the new force required to pull the cable on the pulley, should the diameter of the...
4. (a) Draw the free-body diagram of the beam. (b) Determine the reactions at the supports. 100 lb 400 lb 900 ft-lb 4 ft 4 ft 3 ft
Statics problems Question A2 The plane truss shown in Figure A2 is supported at points A and J. -30° and the external loads are Fi 1.5 kN and F 3 kN. Draw the free body diagram of the truss. Determine all the reactions at the supports or, if this is not possible, explain why. a) Calculate the internal forces in members CF, EH, GH and HI, stating whether they are in tension or compression. b) (12) Are members CF and...