Homework Answers
![-AE unit load at caladation of forces in member by applying Ċ in horizontal direction IMAO Re [16] =166) R = 0.375 KN Tensiun](http://img.homeworklib.com/questions/cb10ff90-dea5-11ea-9ede-1dd8b950d590.png?x-oss-process=image/resize,w_560)
![(x ) :-[5] [6] . 15.656 AC (+747 AE 747 15.656 (x) = 47.713 Calwahon of eaction 55.657 at joint A B HA 36-5640 -69.526 H 10 1](http://img.homeworklib.com/questions/cb9d7320-dea5-11ea-a5aa-7ddcbd3b912d.png?x-oss-process=image/resize,w_560)
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For the trusses using the flexibility method to solve the problem Selecting the horizontal reactions at...
KHW 9: force method Force Method of Analysis: Frames 2 of 5> statically indeterminate. Choosing S...
KHW 9: force method Force Method of Analysis: Frames 2 of 5> statically indeterminate. Choosing S and Cy as the redundant forces leads to the superposition shown. The flexibility coefficient Bo relates the deflection at point B to the redundant force at C The compatibility equations are written by requiring the displacements at the redundant locations to be consistent between the real beam and the model formed by the superposition of the statically determinate beams. Part A -Deflection of th...
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...
solve for horizontal deflection at point c using virtual work, please show work for reactions and...
solve for horizontal deflection at point c using
virtual work, please show work for reactions and all other
steps
Deflections of Trusses, Beams, and Frames: Work-Energy Methods 30 kN/m 50 KN + B T Hinge 4.5 m E=200 GPa I = 400(106)mm = 225 cm -3 m -3 m $ 4 27 & 7 9 B 3
Learning Goal: Part A - Force with a known deflection To solve for forces in statically...
Learning Goal: Part A - Force with a known deflection To solve for forces in statically indeterminate bars with axial loads. When the number of reaction forces is greater than the number of equilibrium equations, the system is slatically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (.e., continuity of displacements and relationships between displacements and loads). For an axially loaded member, the compatibility relationship for the deflections can be written...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Part A-Force with...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Part A-Force with a known deflection When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i.e., continuity of displacements and relationships between displacements and loads). The square bar shown (Figure 1) is 72.5 mm thick and 3.6 m long and is...
please disregard work For the structure shown below, using the FORCE METHOD determine the reactions at...
please disregard work
For the structure shown below, using the FORCE METHOD determine the reactions at A and at C when a distributed load w =6 kN/m is applied on the column and concentrated load P=20 kN applied on the beam as shown. (Moment of inertia for the beam is 2xl and for the column is 3xl same material. E= 200 GPa and 1 = 240x106 mm. A is a built-in support, the members are rigidly connected at B and...
Solve by Flexibility-Method Thank You, Given: Por - ש (6L2 24EI 4Lx + x) Ро Por...
Solve by Flexibility-Method Thank You,
Given:
Por - ש (6L2 24EI 4Lx + x) Ро Por 6EI (3Ľ2 – 3Lx + x2) Pol4 Pol 8B OB SEI 6EI v(x = 1) 172(P.)L4 1875EI Pr? P - ע (3a - x) 6EI Pa? (3x – a) 6EI Pa? (3L - a) 6EI Px (2a - x) 0 Sisa 2ΕΙ Pa? a Srl 2E1 V dB өв Pa? 2EI Pa3 v(x = a) ЗЕІ EI is constant. vertical reactions at B as...
To solve for forces in statically indeterminate bars with axial loads.
To solve for forces in statically indeterminate bars with axial loads.When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i.e.) continuity of displacements and relationships between displacements and loads).For an axially loaded member, the compatibility relationship for the deflections can be written by setting the total relative axial displacement between the ends of the...
0 Question 3 a) Using the Force Method, determine the reactions at all supports. In addition to t...
0 Question 3 a) Using the Force Method, determine the reactions at all supports. In addition to the applied loads, support at A rotates 0.005 radian counterclockwise Given E=200GPa and i=150 x 106 mm! 200 x 109 (20 marks) oda rotation 5 kN/m 25 kNm 10 m 6 m By Figure 3 b) If a spring is connected at point C, determine the force in this spring using the force Method By comparing to the solution in Question 3(a), what...
A rigid beam BCD is supported on a roller support at C (4m from B) and has two bars AB and DE attached at each end
A rigid beam BCD is supported on a roller support at C (4m from B) and has two bars AB and DE attached at each end. The bars can carry either tension or compressive forces. The rigid beam carries a UDL of I kN/m across BC and a point load of P at D as shown in the figure above. The length of the two bars is 3000 mm. The elastic modulus of both bars is 200 GPa and the...
KHW 9: force method Force Method of Analysis: Frames 2 of 5> statically indeterminate. Choosing S and Cy as the redundant forces leads to the superposition shown. The flexibility coefficient Bo relates the deflection at point B to the redundant force at C The compatibility equations are written by requiring the displacements at the redundant locations to be consistent between the real beam and the model formed by the superposition of the statically determinate beams. Part A -Deflection of th...
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...
solve for horizontal deflection at point c using
virtual work, please show work for reactions and all other
steps
Deflections of Trusses, Beams, and Frames: Work-Energy Methods 30 kN/m 50 KN + B T Hinge 4.5 m E=200 GPa I = 400(106)mm = 225 cm -3 m -3 m $ 4 27 & 7 9 B 3
Learning Goal: Part A - Force with a known deflection To solve for forces in statically indeterminate bars with axial loads. When the number of reaction forces is greater than the number of equilibrium equations, the system is slatically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (.e., continuity of displacements and relationships between displacements and loads). For an axially loaded member, the compatibility relationship for the deflections can be written...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Part A-Force with a known deflection When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i.e., continuity of displacements and relationships between displacements and loads). The square bar shown (Figure 1) is 72.5 mm thick and 3.6 m long and is...
please disregard work
For the structure shown below, using the FORCE METHOD determine the reactions at A and at C when a distributed load w =6 kN/m is applied on the column and concentrated load P=20 kN applied on the beam as shown. (Moment of inertia for the beam is 2xl and for the column is 3xl same material. E= 200 GPa and 1 = 240x106 mm. A is a built-in support, the members are rigidly connected at B and...
Solve by Flexibility-Method Thank You,
Given:
Por - ש (6L2 24EI 4Lx + x) Ро Por 6EI (3Ľ2 – 3Lx + x2) Pol4 Pol 8B OB SEI 6EI v(x = 1) 172(P.)L4 1875EI Pr? P - ע (3a - x) 6EI Pa? (3x – a) 6EI Pa? (3L - a) 6EI Px (2a - x) 0 Sisa 2ΕΙ Pa? a Srl 2E1 V dB өв Pa? 2EI Pa3 v(x = a) ЗЕІ EI is constant. vertical reactions at B as...
0 Question 3 a) Using the Force Method, determine the reactions at all supports. In addition to the applied loads, support at A rotates 0.005 radian counterclockwise Given E=200GPa and i=150 x 106 mm! 200 x 109 (20 marks) oda rotation 5 kN/m 25 kNm 10 m 6 m By Figure 3 b) If a spring is connected at point C, determine the force in this spring using the force Method By comparing to the solution in Question 3(a), what...
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