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QUESTION 3 The truss shown in the Figure 3 is having hinged supports at A and B, assuming that the EA is constant for a...
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 ver...
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...
SAN4701 OCT/NOV 2016 QUESTION 3 The frame shown in the Figure 3 is having a fixed support at A and a hinged at support...
SAN4701 OCT/NOV 2016 QUESTION 3 The frame shown in the Figure 3 is having a fixed support at A and a hinged at support D Determine the reactions at the supports and moments at the joints using flexıbility method El is constant 20 kN/m 3 m 40 kN 3 m Figure 3 [30 marks] TOTAL MARKS [100] UNISA 2016
SAN4701 OCT/NOV 2016 QUESTION 3 The frame shown in the Figure 3 is having a fixed support at A and a...
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are a...
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are assumed to be square with all the members having a constant EA of 35 x 103 kN [30 MARKS] 4M 10 KN
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are assumed to be square with all the members having a constant EA of 35 x 103 kN [30...
SAN4701 OCT/NOV 2013 QUESTION 3 (30 marks) Determine the member forces and vertical deflection at node C in the truss s...
SAN4701 OCT/NOV 2013 QUESTION 3 (30 marks) Determine the member forces and vertical deflection at node C in the truss shown in Figure 3. Material property is constant throughout the members i.e EA -50 x 10° KN. 2 8 kN 3 m 4 4 m
SAN4701 OCT/NOV 2013 QUESTION 3 (30 marks) Determine the member forces and vertical deflection at node C in the truss shown in Figure 3. Material property is constant throughout the members i.e EA -50 x...
SAN4701 JAN/FE8 2017 QUESTION 1 1 is having a hinge support at 1 and a roller support at 2. (E - 200 GPa) for all the m...
SAN4701 JAN/FE8 2017 QUESTION 1 1 is having a hinge support at 1 and a roller support at 2. (E - 200 GPa) for all the members and the members 1, d 3 have their cross sectional areas as 4000 mm2, 4000 mm2 and 6000 mm2 The truss shown in Figure Assuming that E is constant respectively, use the matrix stiffness method to determine the following Number of degrees of freedom. a. (15) b. Structure stiffness matrıx. (10) c Member...
In the truss shown in the figure: 1. Determine the support reactions at supports A 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 2. A truss structure is shown in Figure 2. Consider points A and F have...
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
Question 2. A truss structure is shown in Figure 2. Consider points A and F have...
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 G 8 m A B С | 5 m 10 m DE 5m 1 m 1 m Figure 2
Question 2. A truss structure is shown in Figure 2. Consider points A and F have...
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) I 3 KN 8 m B | 5 m por 10 m DE 5 m 1 m Pole 1 m Figure 2
The truss supports a 100-kN load at J. The Horizontal members are each 1 m in...
The truss supports a 100-kN load at J. The Horizontal members
are each 1 m in length.
a) Use the method of joints to determine the axial force in
member DG
b) Use the method of sections to determine the axial force in
member DG
(HINT: you can solve both a and b without solving for the
reactions at A and E.
PLEASE HELP!!
The truss supports a 100-kN load at J. The horizontal members are each 1 m in...
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...
SAN4701 OCT/NOV 2016 QUESTION 3 The frame shown in the Figure 3 is having a fixed support at A and a hinged at support D Determine the reactions at the supports and moments at the joints using flexıbility method El is constant 20 kN/m 3 m 40 kN 3 m Figure 3 [30 marks] TOTAL MARKS [100] UNISA 2016
SAN4701 OCT/NOV 2016 QUESTION 3 The frame shown in the Figure 3 is having a fixed support at A and a...
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are assumed to be square with all the members having a constant EA of 35 x 103 kN [30 MARKS] 4M 10 KN
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are assumed to be square with all the members having a constant EA of 35 x 103 kN [30...
SAN4701 OCT/NOV 2013 QUESTION 3 (30 marks) Determine the member forces and vertical deflection at node C in the truss shown in Figure 3. Material property is constant throughout the members i.e EA -50 x 10° KN. 2 8 kN 3 m 4 4 m
SAN4701 OCT/NOV 2013 QUESTION 3 (30 marks) Determine the member forces and vertical deflection at node C in the truss shown in Figure 3. Material property is constant throughout the members i.e EA -50 x...
SAN4701 JAN/FE8 2017 QUESTION 1 1 is having a hinge support at 1 and a roller support at 2. (E - 200 GPa) for all the members and the members 1, d 3 have their cross sectional areas as 4000 mm2, 4000 mm2 and 6000 mm2 The truss shown in Figure Assuming that E is constant respectively, use the matrix stiffness method to determine the following Number of degrees of freedom. a. (15) b. Structure stiffness matrıx. (10) c Member...
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 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
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 G 8 m A B С | 5 m 10 m DE 5m 1 m 1 m Figure 2
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) I 3 KN 8 m B | 5 m por 10 m DE 5 m 1 m Pole 1 m Figure 2
The truss supports a 100-kN load at J. The Horizontal members
are each 1 m in length.
a) Use the method of joints to determine the axial force in
member DG
b) Use the method of sections to determine the axial force in
member DG
(HINT: you can solve both a and b without solving for the
reactions at A and E.
PLEASE HELP!!
The truss supports a 100-kN load at J. The horizontal members are each 1 m in...
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