Find the reactions of the supports
Using 3 Moment Equation, how do I solve for the reactions?
How do I treat the applied moment at the joint B and applied force at joint C? Do I include them in the equation?
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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...
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. Calculate w lb/ft PID Mb.ft с Lft B a ft bft COLLAPSE IMAGES w = 140 lb/ft P= 200 lb L = 7 ft a = 4 ft b = 4 ft M = 80 lb.ft The vertical reaction at A. (Ay) ID ENTER 3 tries remaining. 1 point(3)...
Problem 1 [Required]: For the truss shown below (A and D are pinned supports) and EA...
Problem 1 [Required]: For the truss shown below (A and D are pinned supports) and EA is constant a) Determine the degree of indeterminacy for this truss b) Calculate the reaction forces at A and D c) Verify your solution using SAP2000. Provide a print out of. i The axial force diagram i) The deflected shape iii) 3-3 Moment diagram iii) Table of joint reactions (after running analysis Display-) Show Tables-) click joint output, element output and structure output >...
Calculate the reactions at the supports A, B, and C for the beam in figure 4...
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
A cantilever beam supports the applied loads and moments as shown. (a) Calculate the support reactions....
A cantilever beam supports the applied loads and moments as shown. (a) Calculate the support reactions. (b) Use the graphical method to construct the shear-force and bending moment diagrams for the beam. Also label the values of shear-force and bending=moment at all key points. 30 kN/m 25 kN 12 kN/m 80 kN.m х A В C D E F 1 m 3 m 1 m 1 m 1 m
3) For the beam shown, find the reactions at the supports and plot the shear-force and...
3) For the beam shown, find the reactions at the supports and plot the shear-force and bending moment diagrams using singularity functions. Label the diagrams properly and provide values at all key points on the diagram (A, B, C, D, E, and F). Lengths: AB = 3 in, AC = 8 in, AD - 10 in, AE-14 in, and AF-17 in. Use singularity 5lbf 30 lbf in 240 lbf.in functions to find R1 and R2 D
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in
the positive direction, and also draw the shear and bending moment
in the positive direction on your FBD.
where w=23 kip/ft L=5 ft
find
w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...
QUESTION 2 [30 Marks) The framed structure shown in Figure 2 has simple supports (i.e. is...
QUESTION 2 [30 Marks) The framed structure shown in Figure 2 has simple supports (i.e. is free to rotate) at joints A and G. Members AC and GE are vertical, while CE and EH are horizontal. There is an internal moment release at joint C. A uniformly distributed load of 5 kN/m is applied between D and E, and another uniformly distributed load of 4 kN/m is applied between F and G as shown. There is also a horizontal point...
1) Determine the reactions at the supports for the structures shown. The support at A is...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
Through the determine the reactions in the supports, elaborate the shear force and
Through the determine the reactions in the supports, elaborate the shear force and bending moment diagrams. Also, I evaluated the slope at B and the deflection at the midpoint of leg AB.
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...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. Calculate w lb/ft PID Mb.ft с Lft B a ft bft COLLAPSE IMAGES w = 140 lb/ft P= 200 lb L = 7 ft a = 4 ft b = 4 ft M = 80 lb.ft The vertical reaction at A. (Ay) ID ENTER 3 tries remaining. 1 point(3)...
Problem 1 [Required]: For the truss shown below (A and D are pinned supports) and EA is constant a) Determine the degree of indeterminacy for this truss b) Calculate the reaction forces at A and D c) Verify your solution using SAP2000. Provide a print out of. i The axial force diagram i) The deflected shape iii) 3-3 Moment diagram iii) Table of joint reactions (after running analysis Display-) Show Tables-) click joint output, element output and structure output >...
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
A cantilever beam supports the applied loads and moments as shown. (a) Calculate the support reactions. (b) Use the graphical method to construct the shear-force and bending moment diagrams for the beam. Also label the values of shear-force and bending=moment at all key points. 30 kN/m 25 kN 12 kN/m 80 kN.m х A В C D E F 1 m 3 m 1 m 1 m 1 m
3) For the beam shown, find the reactions at the supports and plot the shear-force and bending moment diagrams using singularity functions. Label the diagrams properly and provide values at all key points on the diagram (A, B, C, D, E, and F). Lengths: AB = 3 in, AC = 8 in, AD - 10 in, AE-14 in, and AF-17 in. Use singularity 5lbf 30 lbf in 240 lbf.in functions to find R1 and R2 D
For the beam shown, draw the reactions at supports A and B in
the positive direction, and also draw the shear and bending moment
in the positive direction on your FBD.
where w=23 kip/ft L=5 ft
find
w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...
QUESTION 2 [30 Marks) The framed structure shown in Figure 2 has simple supports (i.e. is free to rotate) at joints A and G. Members AC and GE are vertical, while CE and EH are horizontal. There is an internal moment release at joint C. A uniformly distributed load of 5 kN/m is applied between D and E, and another uniformly distributed load of 4 kN/m is applied between F and G as shown. There is also a horizontal point...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
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