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Please answer part #3 of the problem. Yes, there is a way to
solve part #3...
1 Determine forces in the cable AC and strut AB using3 different approaches C- 1) Draw...
1 Determine forces in the cable AC and strut AB using3 different approaches C- 1) Draw FBD of A. Use vector decomposition of forces. Write equilibrium equations in x and y direction. 2) Draw FBD of A. Use force triangle and law of sines 3) Draw FBD of CAB. Sum moments about C to find reaction at B (use trig definition and Pythagoras theorem). Sum moments about A to find remaining reaction at C. Sum moments about C to check...
I'm very confused on breaking down into components and which components to use for this problem...
I'm very confused on breaking down into components and
which components to use for this problem so if you could show that
work that would be helpful!!!!
Hint for Part A:
Hint for Part B:
Hint for Part C:
4. 1558 Cable 33 lb Beam 1.4 ft 3 X A 3.8 ft long, 12 lb beam supports a 33 lb weight at the end. Drawing not to scale. Part Description A. What is the tension in the cable? (include units...
1) Use equilibrium to solve for the unknown torque at Point C of the problem in...
1) Use equilibrium to solve for the unknown torque at Point C of
the problem in the Appendix. Sum moments about the X-axis and given
that the shaft is in equilibrium, determine the torque that must be
applied at Point C. You can assume that the shaft is not connected
to any other features although in a real-world application there
would need to be bearing that keep the shaft from ‘wandering off.’
But note that there are no ‘forces’ applied...
please answer and show all steps (3) Using the Law of Sines, solve the non-right triangle...
please answer and show all steps
(3) Using the Law of Sines, solve the non-right triangle where B=5°, A= 10°, c=5 (4) Using the Law of Sines, solve the non-right triangle where b=2, c=3, B = 40° I
Can you please solve the problem step by step in clear handwriting. Thanks Problem #3 Find...
Can you please solve the problem step by step in clear
handwriting. Thanks
Problem #3 Find the cable lengths AB and BC, the angle C, and the angle at B (angle ABC). Strut 26 60° 20' 30
Solve question one the drawing is right beside it and the key answer I want explaining...
Solve question one the drawing is right beside it and the key
answer I want explaining step by step for the drawing and the
forces found please
Problem 1: Find the support reactions and draw the moment diagram for the beam: (CLO #2) 15kN/m Find support moment: 20x3-(15x3/2)+M-Mp-7.5kN-m. Static Moment: 15x3/8-16.875kN-m Ok MB Ra Rcv 15kN Rehx3-5x2-5x4-5x6 0 RG.hz 60/3-20kN =-Rah Ro.b 3 in Problem 2 Solve the truss forces at node A using (a) The method of Sections and...
please solve question A, solve part B with Matlab and explain why does part C can...
please solve question A, solve part B with
Matlab and explain why does part C can not
generate graph
5 ft A 1 ft B A) Determine the position x and the tension in the cable that is required for equilibrium. B) Use Matlab or Excel to show how tension in the ABC cable changes by changing the load from 5 lb to 50 lb at 5 lb increments. Generate the following graph and describe your observations: a. Cable tension...
please do all the parts clearly and accurately (20) The square beam AB, of length, L,...
please do all the parts clearly and accurately
(20) The square beam AB, of length, L, and helght, h, in Fig. P3 is made of steel with an elastic modulus of E. Beam AB has an area moment of inertia, 1. A distributed load, w, is applied along the entire length. Note: The length is very large compared to the cross-sectional dimensions of the beam. Thus, assume bending loadings dominate Logically walk through the steps as requested in parts at...
K3.4 Three-dimensional Force Systems Item 3 To use the conditions of equilibrium to solve for unknown...
K3.4 Three-dimensional Force Systems Item 3 To use the conditions of equilibrium to solve for unknown forces in a three-dimensional force system. For particle equilibrium, the sum of all forces must be zero: Part If the forces are resolved into their i j, and k components the condition for equilibrium becomes which results in the following three scalar component Figure As sh the te Expre Vie K2 of 2 TA.T Subm Part C Com 3 of6 Part B As shown,...
help help help help NAME HW 4 EQUILIBRIUM (Chapter 6) A 25 ft long overhang (cantilever)...
help help help help
NAME HW 4 EQUILIBRIUM (Chapter 6) A 25 ft long overhang (cantilever) beam has a support of the left end (reaction RI) and a support 5 ft from the right end (reaction R2). There is a 5 kip point load midway between R1 and R2, and a 3 kip point load at the end of the overhang on the right side. 1) Clearly and neatly draw the free-body diagram, including all dimensions and all forces, all...
1 Determine forces in the cable AC and strut AB using3 different approaches C- 1) Draw FBD of A. Use vector decomposition of forces. Write equilibrium equations in x and y direction. 2) Draw FBD of A. Use force triangle and law of sines 3) Draw FBD of CAB. Sum moments about C to find reaction at B (use trig definition and Pythagoras theorem). Sum moments about A to find remaining reaction at C. Sum moments about C to check...
I'm very confused on breaking down into components and
which components to use for this problem so if you could show that
work that would be helpful!!!!
Hint for Part A:
Hint for Part B:
Hint for Part C:
4. 1558 Cable 33 lb Beam 1.4 ft 3 X A 3.8 ft long, 12 lb beam supports a 33 lb weight at the end. Drawing not to scale. Part Description A. What is the tension in the cable? (include units...
1) Use equilibrium to solve for the unknown torque at Point C of
the problem in the Appendix. Sum moments about the X-axis and given
that the shaft is in equilibrium, determine the torque that must be
applied at Point C. You can assume that the shaft is not connected
to any other features although in a real-world application there
would need to be bearing that keep the shaft from ‘wandering off.’
But note that there are no ‘forces’ applied...
please answer and show all steps
(3) Using the Law of Sines, solve the non-right triangle where B=5°, A= 10°, c=5 (4) Using the Law of Sines, solve the non-right triangle where b=2, c=3, B = 40° I
Can you please solve the problem step by step in clear
handwriting. Thanks
Problem #3 Find the cable lengths AB and BC, the angle C, and the angle at B (angle ABC). Strut 26 60° 20' 30
Solve question one the drawing is right beside it and the key
answer I want explaining step by step for the drawing and the
forces found please
Problem 1: Find the support reactions and draw the moment diagram for the beam: (CLO #2) 15kN/m Find support moment: 20x3-(15x3/2)+M-Mp-7.5kN-m. Static Moment: 15x3/8-16.875kN-m Ok MB Ra Rcv 15kN Rehx3-5x2-5x4-5x6 0 RG.hz 60/3-20kN =-Rah Ro.b 3 in Problem 2 Solve the truss forces at node A using (a) The method of Sections and...
please solve question A, solve part B with
Matlab and explain why does part C can not
generate graph
5 ft A 1 ft B A) Determine the position x and the tension in the cable that is required for equilibrium. B) Use Matlab or Excel to show how tension in the ABC cable changes by changing the load from 5 lb to 50 lb at 5 lb increments. Generate the following graph and describe your observations: a. Cable tension...
please do all the parts clearly and accurately
(20) The square beam AB, of length, L, and helght, h, in Fig. P3 is made of steel with an elastic modulus of E. Beam AB has an area moment of inertia, 1. A distributed load, w, is applied along the entire length. Note: The length is very large compared to the cross-sectional dimensions of the beam. Thus, assume bending loadings dominate Logically walk through the steps as requested in parts at...
K3.4 Three-dimensional Force Systems Item 3 To use the conditions of equilibrium to solve for unknown forces in a three-dimensional force system. For particle equilibrium, the sum of all forces must be zero: Part If the forces are resolved into their i j, and k components the condition for equilibrium becomes which results in the following three scalar component Figure As sh the te Expre Vie K2 of 2 TA.T Subm Part C Com 3 of6 Part B As shown,...
help help help help
NAME HW 4 EQUILIBRIUM (Chapter 6) A 25 ft long overhang (cantilever) beam has a support of the left end (reaction RI) and a support 5 ft from the right end (reaction R2). There is a 5 kip point load midway between R1 and R2, and a 3 kip point load at the end of the overhang on the right side. 1) Clearly and neatly draw the free-body diagram, including all dimensions and all forces, all...
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