Yes , they are in equilibrium as no motion is observed .
Question 3 In Figure Q3, the plane truss ABCDEHGFA forms part of the supports of a...
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...
In the truss shown in the figure: 1. Determine the support reactions at supports A and F. (10 points) 2. Determine the force in members BC, IC, and IH of the truss using method of joints. Explain and justify if the members are in tension or compression. (20 points) 3. Draw FBD for each step of 1 and 2. (10 points) 60KN 40 kN -2 m -2 m -2 m E D 1.5 m F с O -30 kN H...
QUESTION 3 The truss shown in the Figure 3 is having hinged supports at A and B, assuming that the EA is constant for all the members. Use a flexibility method to determine the forces in each member and reactions at the supports. 80 kN 5 m 5 m 5 m 5 m Figure 3 130 marks) Total Marks [100
QUESTION 3 The truss shown in the Figure 3 is having hinged supports at A and B, assuming that the...
Question 2. A truss structure is shown in Figure 2. Consider points A and F have pin and roller supports, respectively. Use the method of Section to determine the forces in IH, JH and CD members. (20 marks) 3 kN 8 m BC IDE 5 m 10 m 5 ml 1 m 1 m Figure 2
SAN4701 JAN/FEB 2015 QUESTION 1 The truss shown in Figure 1 is hinged at C, B and D It is acted upon at node A by a vertically downward force of 3 kN and a honzontal force of 5 kN as shown in Figure 1 Use the method of strffness matrix and analyse for the following (a) Displacement at node A (16) (b) Reaction at the supports (c) Member forces (15) EA 300 x 103 kN and is constant for...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...