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lementary virtual work principle to solve the statically indeterminate ctions at the clamped and pinned supports...
Determine the displacement at point D. Use the principle of virtual work. EI is constant. 16...
Determine the displacement at point D. Use the principle of
virtual work. EI is constant.
16 kN/m 4 m Im
Please solve using method of virtual work by integrating real and virtual SF&BM diagrams Problem 2...
Please solve using method of virtual work by integrating real
and virtual SF&BM diagrams
Problem 2 Determine the displacement at point D. Use the principle of virtual 2 k/ft work. EI is constant. 12 ft T10ft T10ft
1 .Use the Maxwell-Mohr method to find the reaction force and statically indeterminate force and draw...
1 .Use the Maxwell-Mohr method to find the reaction
force and statically indeterminate force and draw the BMF and
SFD.
2. Solve the above problem with method of least
work
15kN/m 10m 10m 10m
This is statically indeterminate structure please solve using Engesser's theorem. 8/9 (25 marks) Question 4 The ele...
This is statically indeterminate structure please solve using
Engesser's theorem.
8/9 (25 marks) Question 4 The elevations of all points on a parabolic arch (see Figure Q4a) are given by 4 h X - y = height of point above horizontal line joining springing points; rise; where span; horizontal distance of the point from a springing point W h k L Figure Q4a The horizontal reaction, H, at the support of a parabolic arch with point load, W, at a...
Apply the principle of virtual work and find the upward vertical displacement at point D in...
Apply the principle of virtual work and find the upward vertical displacement at point D in mm P=650 KN El=2 x106 kNm2 L=4 m Please insert the answer in mm units and to three decimal places. ПР D B Δ L- L-
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new structure, where the thickness of the bar is reduced to 32.5 mm from C to B (it is still square) (Figure 2) and <= 3.75 m. If the applied load is F - 370 kN , then what is the reaction at ? Let a positive reaction act to the right. The total length is still 6 m Express your answer with appropriate units...
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end...
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end moments and the support reactions of the frame using moment distribution method. Moment distribution to be done for 3 iterations of locking and unlocking cycle. A point load of 100KN is acting on span BC at 1/4 point of the span as shown. Support A and D are fixed supports. There is a roller support at joint C to prevent the frame from going...
Determine the slope and displacement at point A. Assume C is pinned. (Answer encircled letter only)...
Determine the slope and displacement at point A. Assume C is pinned. (Answer encircled letter only) a The principle of Virtual Work b)b Castigliano's Theorem El is constant. Use 2. 6 kN/m 3 m
Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and...
Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and E for the frame shown in Figure 2. El =137500 kNm2 10 kN/m 7 D 10 m 5 m A E Figure 2 Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and E for the frame shown in Figure 2. El =137500 kNm2 10 kN/m 7 D 10 m 5 m A E Figure 2
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC,...
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 18 GPa. Determine the vertical deflection of joint D relative to its initial position after the 30 kN load is applied. 2.4 m 1.8 m Rigid bar | B |(2) (3) || 3.0 m 3.6 m A = 500 mm? Az= 500...
Determine the displacement at point D. Use the principle of
virtual work. EI is constant.
16 kN/m 4 m Im
Please solve using method of virtual work by integrating real
and virtual SF&BM diagrams
Problem 2 Determine the displacement at point D. Use the principle of virtual 2 k/ft work. EI is constant. 12 ft T10ft T10ft
1 .Use the Maxwell-Mohr method to find the reaction
force and statically indeterminate force and draw the BMF and
SFD.
2. Solve the above problem with method of least
work
15kN/m 10m 10m 10m
This is statically indeterminate structure please solve using
Engesser's theorem.
8/9 (25 marks) Question 4 The elevations of all points on a parabolic arch (see Figure Q4a) are given by 4 h X - y = height of point above horizontal line joining springing points; rise; where span; horizontal distance of the point from a springing point W h k L Figure Q4a The horizontal reaction, H, at the support of a parabolic arch with point load, W, at a...
Apply the principle of virtual work and find the upward vertical displacement at point D in mm P=650 KN El=2 x106 kNm2 L=4 m Please insert the answer in mm units and to three decimal places. ПР D B Δ L- L-
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new structure, where the thickness of the bar is reduced to 32.5 mm from C to B (it is still square) (Figure 2) and <= 3.75 m. If the applied load is F - 370 kN , then what is the reaction at ? Let a positive reaction act to the right. The total length is still 6 m Express your answer with appropriate units...
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end moments and the support reactions of the frame using moment distribution method. Moment distribution to be done for 3 iterations of locking and unlocking cycle. A point load of 100KN is acting on span BC at 1/4 point of the span as shown. Support A and D are fixed supports. There is a roller support at joint C to prevent the frame from going...
Determine the slope and displacement at point A. Assume C is pinned. (Answer encircled letter only) a The principle of Virtual Work b)b Castigliano's Theorem El is constant. Use 2. 6 kN/m 3 m
Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and E for the frame shown in Figure 2. El =137500 kNm2 10 kN/m 7 D 10 m 5 m A E Figure 2 Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and E for the frame shown in Figure 2. El =137500 kNm2 10 kN/m 7 D 10 m 5 m A E Figure 2
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 18 GPa. Determine the vertical deflection of joint D relative to its initial position after the 30 kN load is applied. 2.4 m 1.8 m Rigid bar | B |(2) (3) || 3.0 m 3.6 m A = 500 mm? Az= 500...
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