oblem 5 (9 marks) fo thind te reations at the supports 1- Find the reactions at...
500 N/m 2b Figure 1 (a) Determine the reactions at the supports at A and B. 4 Marks) Determine the equations defining the shear force and bending moment at any (6 Marks) Draw the shear force and bending moment diagrams for the beam, showing the (6 Marks) (b) point between points A and C (c) values at all points between points A and B. (d) Find the dimensions of the cross-section of the beam if the allowable bending stress for...
Calculate the reactions at the supports A, B, and C for the beam in figure 4 and then draw the shear force and bending moment diagrams. At A and B there are simple supports while at C there is a pin joint. If the cross section of the beam is rectangular, with dimensions b-10 mm and h-24 mm what is maximum bending stress in the beam? 12 kN 9 kN/m 22 224m 2
Required Information For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V1 = 2 KN and V2 = 4 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Vi V2 1.2 min А R2 Determine the values of the moments My, M2, and M3 In kNm. Provide values at all key points shown in the given shear-force and bending-moment diagrams....
Problem 2: For the beams shown below: 1-Calculate the reactions at the supports. 2- Draw the shear force) and the bending moment diagrams. Indicate all critical values. 800 N Internal hinge 200 N.m 4 m 120 N/m Beam A 8 m 100 KN Internal hinge 20 KN/mm 10m ←ㅡㅡㅡ + + 5 m ㅡㅡ 10m ㅡ ㅡ Beam B
Question 1 For the structure shown in Figure 1: (a) Find the reactions at A and D. (b) Draw the bending moment and shear force diagrams showing all peak values. -The joints at B and C are internal pins (6 marks) (9 marks) Hints: (Total marks for Q1 -15) 50 kN 50 kN 4m 10kN/m 8m Figure 1
AC-CD- BC Exercise IV 20 PT a- Determine the reactions at the supports. b- Determine the force in each member of the truss c- State if the members are in tension or 3 ft compression d- If the maximum allowed in each beam is 400lb in tension and 600lb in compression, determine the maximum of admissible load P. 2 ft 2 ft Exercise V: 40 PT 1.6 kN 200 _ 400 mm + 45 The angle strut is welded to...
make sure not to copy previous work For the frame shown below: 1- Calculate the reactions at the supports 2- Show the equilibrium at nodes B and C 3- Draw the normal force, the shear force and the bending moment diagrams 2 KN 3 KN 2 m 2 m 3 m 4 m For the frame shown below: 1- Calculate the reactions at the supports 2- Show the equilibrium at nodes B and C 3- Draw the normal force, the...
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. I need it in 30min or 1 h 6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
Question 1. Statically Determinate Frames (15 Marks) For the fame below: (3 marks) a) Find reactions, vertical and horizontal b) Draw Shear Force Diagram SFD, showing all significant values (5 marks) c) Draw Bending Moment Diagram BMD, showing all significant values (5 marks) (2 marks) d) Sketch deflected shape 4 kN/m 100kN 3 3 10m
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member AB.