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please answar these two questions
1. For the beam shown below write the equation for the...
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...
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. kip ft B L/3 ft Lft COLLAPSE IMAGES w = 17 kipiift L = 9 ft The vertical reaction at support A. (Ay) kip ENTER 3 tries remaining. 1 point(3) possible The horizontal reaction at support A. (Ax) kip ENTER 3 tries remaining. 1 point(s) possible The vertical reaction...
Please explain thought process Problem 7-61 For the beam loaded as shown, write the shear and...
Please explain thought process
Problem 7-61 For the beam loaded as shown, write the shear and bending moment equations in terms of x, L, and w. For all equations, let x be measured from the left end of the beam (that is, point A). For each set of equations define the limits for the variable x and draw the appropriate free body diagram.
I need an answer for question 3 with steps please. Thank you half the load over Problem 2 eben The beam shown below...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
Question 1 50 lb/ft B 61 -611 For the Beam shown, please answer the following questions...
Question 1 50 lb/ft B 61 -611 For the Beam shown, please answer the following questions regarding the shear diagram. (C is a roller) vib: The Shear just to the Right of Ais Select] ib: The Shear Just to the left of Bis Select) ib: The Shear Just to the right of Bis Select) Vb: The Shear just to the Left of Cis Select) > Shape of span AB is (Select] Shape of span BC is [Select] For the Beam...
Consider the simply supported beam shown in the figure below. Let x be the distance measured...
Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and C. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 48 KN B kN/m D internal pin...
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec:...
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9 Points) (16 Points) 20 N 100 N N/m
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9...
This problem consists of six questions. The aluminum (E = 10,000,000 psi) cantilever beam shown below...
This problem consists of six questions. The aluminum (E = 10,000,000 psi) cantilever beam shown below is fixed at A and free at D. The beam subjected to a concentrated moment at D and a point load at C. 1.5" 100 lb 1500 lb-in 3.5" 30 in 42 in 50 in 22 in 0.5" 72 in Cross-section 1-5.36 in In the questions below, maximum means maximum in magnitude. Include the negative sign to indicated compression. Question 1 10 pts Determine...
please this question quickly ? please important Problem 1 In the loaded beam shown in figure:...
please this question quickly ? please important
Problem 1 In the loaded beam shown in figure: a) Calculate the support reactions at A and I. b) Determine the shear force (V) and bending moment (M) values at the section passing through point G. 24 kN 12 kN/m 6 kN/m kN.m_ 2.4 m 2 m 1 ml ml mlm 2 m 2.4 m
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine t...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
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...
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. kip ft B L/3 ft Lft COLLAPSE IMAGES w = 17 kipiift L = 9 ft The vertical reaction at support A. (Ay) kip ENTER 3 tries remaining. 1 point(3) possible The horizontal reaction at support A. (Ax) kip ENTER 3 tries remaining. 1 point(s) possible The vertical reaction...
Please explain thought process
Problem 7-61 For the beam loaded as shown, write the shear and bending moment equations in terms of x, L, and w. For all equations, let x be measured from the left end of the beam (that is, point A). For each set of equations define the limits for the variable x and draw the appropriate free body diagram.
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
Question 1 50 lb/ft B 61 -611 For the Beam shown, please answer the following questions regarding the shear diagram. (C is a roller) vib: The Shear just to the Right of Ais Select] ib: The Shear Just to the left of Bis Select) ib: The Shear Just to the right of Bis Select) Vb: The Shear just to the Left of Cis Select) > Shape of span AB is (Select] Shape of span BC is [Select] For the Beam...
Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and C. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 48 KN B kN/m D internal pin...
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9 Points) (16 Points) 20 N 100 N N/m
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9...
This problem consists of six questions. The aluminum (E = 10,000,000 psi) cantilever beam shown below is fixed at A and free at D. The beam subjected to a concentrated moment at D and a point load at C. 1.5" 100 lb 1500 lb-in 3.5" 30 in 42 in 50 in 22 in 0.5" 72 in Cross-section 1-5.36 in In the questions below, maximum means maximum in magnitude. Include the negative sign to indicated compression. Question 1 10 pts Determine...
please this question quickly ? please important
Problem 1 In the loaded beam shown in figure: a) Calculate the support reactions at A and I. b) Determine the shear force (V) and bending moment (M) values at the section passing through point G. 24 kN 12 kN/m 6 kN/m kN.m_ 2.4 m 2 m 1 ml ml mlm 2 m 2.4 m
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
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