In the figure below draw the free body diagrams for all three members. 3.) In the figure below draw the free body diagrams for all three members. s) 3 m 2 m 1 m 3 kN 1.5 m 3.) In the figure below draw the free body diagrams for all three members. s) 3 m 2 m 1 m 3 kN 1.5 m
Problem 3: Given: The beam below with two triangularly distributed loads. w = 4 kN/m. Find: The internal normal force, shear force and bending moment at point C in the center of the beam. Draw clear, complete and accurate Free Body Diagrams! in Problem 3: Given: The beam below with two triangularly distributed loads. w = 4 kN/m. Find: The internal normal force, shear force and bending moment at point C in the center of the beam. Draw clear, complete...
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...
The figure shows the beam structure supporting distributed load 30 kN/m An d the figure below shows the correct free body diagram of the entire beam structure and the reactions 120 kN 60 kN 60 kN 4 m When using the method of sections to find the internal loads at C, which of the following FBDs is correct? FBD 2 FBD 1 30 kN/m 60 kN 4 m 60 kN FBD 3 120 N FBD 4 120 kN 60 kN...
Figure 1 shows a beam is supported by a pin at A and a roller at C. The beam is subjected to point loads 30 kN and 60 kN and a uniformly distributed load of 24 kN/m. Modulus of elasticity, E and moment of inertia, I for all members are 205 kN/mm2 and 195 x 106 mm4, respectively. By using Virtual Work method, (a) determine the slope at B. (1.801 mrad) (b) determine the deflection at B and D. (2.4...
The frame shown in the Figure Q.3 has rigid floors and is supported to quasi static earthquake loads shown (according to AS 1170.4). Use the General Stiffness Method to analyse the frame and determine the horizontal translations at the floor levels, the bending moments in the columns and the base shears. 3A = 6.8 m3B = 17.7 kN
40 kN 20 kN/m For the shown frame and loads, it is required to: 80 kN -Calculate reactions 6.0 m 40 kN Draw N.F.D. S.F.D & B.M.D Figure 1 4.0 m 30m. o m 8.0 m 40 kN 20 kN/m For the shown frame and loads, it is required to: 80 kN -Calculate reactions 6.0 m 40 kN Draw N.F.D. S.F.D & B.M.D Figure 1 4.0 m 30m. o m 8.0 m
For the left figure below, replace the distributed loads by an equivalent resultant force and a couple moment acting at point A. (See the right figure below.) Let a = 3.50 m, w1 = 5.90 kN/m, and w2 = 5.00 kN/m Calculate the resultant force, FR, and the couple moment, MR,A Don't forget to include the appropriate signs (consistent with the right figure) with your numerical answers.
Draw the shear and moment diagrams. 6 kN 6 kN/m B -3 m -1.5 m 1.5 m
Problem 1 The rigid structure shown in the figure below is loaded with a concentric couple applied at H of 75 kNm and a concentric horizontal force of 40 kN. A distributed load spans from point D through E with minimum amplitude of 10 kN/m and a maximum of 30 kN/m, respectively. The structure is externally supported by a roller at A, the cable BC and a pin at G. Please do the following: 1. Draw a neat Free Body...