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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 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 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 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 2017 QUESTION 1 The beam shown in Figure 1 is fixed at support A and support C, support B is a roller s...
SAN4701 OCT/NOV 2017 QUESTION 1 The beam shown in Figure 1 is fixed at support A and support C, support B is a roller support. Use the stiffness matrix method to determine the. Member stiffness matrix 11 1.2 Structure and load matrix (10) 13 Displacement matrix Reactions at the support 14 15. Moments at the fixed supports El is constant along the length of the beam 18 kN 10 kN 20 m 10 m 1 15 m15 m Figure 1...
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...
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...
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...
determine the forces in each member of the truss shown and state if the members in...
determine the forces in each member of the truss shown
and state if the members in tension or compression
grade to Business ss shown and state if the 3 m O kN
1. Determine the forces in members DF and FE of the double-pitch roof truss shown. State...
1. Determine the forces in members DF and FE of the double-pitch
roof truss shown. State whether each of those members is in tension
or compression.
2. For the given loading, determine the zero-force members in
each of the truss shown.
1. Determine the forces in members DF and FE of the double-pitch roof truss shown. State whether each of those members is in tension or compression. - 4m 4m 4m 3m 3m KV 6 m 0.75 kN 6m 6...
Use force method. Find all the member forces for the truss shown. 120 kN 360 kN...
Use
force method.
Find all the member forces for the truss shown. 120 kN 360 kN 120 kN 360 kN AE CONSTANT 4m a@3m=12m
A. Determine the force in member DE of the truss and state if the member is...
A. Determine the force in
member DE of the truss and state if the member is in tension or
compression.
B. Determine the force in member DC of the truss and state if
the member is in tension or compression.
C. Determine the force in member EA of the truss and state if
the member is in tension or compression.
D. Determine the force in member EC of the truss and state if
the members are in tension or compression....
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 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 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 2017 QUESTION 1 The beam shown in Figure 1 is fixed at support A and support C, support B is a roller support. Use the stiffness matrix method to determine the. Member stiffness matrix 11 1.2 Structure and load matrix (10) 13 Displacement matrix Reactions at the support 14 15. Moments at the fixed supports El is constant along the length of the beam 18 kN 10 kN 20 m 10 m 1 15 m15 m Figure 1...
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...
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...
determine the forces in each member of the truss shown
and state if the members in tension or compression
grade to Business ss shown and state if the 3 m O kN
1. Determine the forces in members DF and FE of the double-pitch
roof truss shown. State whether each of those members is in tension
or compression.
2. For the given loading, determine the zero-force members in
each of the truss shown.
1. Determine the forces in members DF and FE of the double-pitch roof truss shown. State whether each of those members is in tension or compression. - 4m 4m 4m 3m 3m KV 6 m 0.75 kN 6m 6...
Use
force method.
Find all the member forces for the truss shown. 120 kN 360 kN 120 kN 360 kN AE CONSTANT 4m a@3m=12m
A. Determine the force in
member DE of the truss and state if the member is in tension or
compression.
B. Determine the force in member DC of the truss and state if
the member is in tension or compression.
C. Determine the force in member EA of the truss and state if
the member is in tension or compression.
D. Determine the force in member EC of the truss and state if
the members are in tension or compression....
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