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5.) Consider the 2D beam supported by a roller at A and a pin at B. EXTERNAL FORCES a) Draw a FBD. Include all external reaction forces & moments. b) Solve for the values of all external reaction forces & moments. INTERNAL FORCES c) Draw the internal shear force diagram (SFD) for the beam. Label the maximum and minimum values on the graph. d) Draw the internal bending moment diagram (BMD) for the beam. Label the maximum and minimum values on the graph. e) What is the maximum magnitude of bending moment on the beam? f) Is the maximum (above) a "sagging" or "hogging" bending moment? g) At what single point along the beam does this maximum occur? h) What are the values of internal forces (N,V,M) acting at C? INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x) for EACH interval (given below). Assume x=0 is at the left end of the beam: a. From the left edge until point A? b. From A until B? 3 kip/ft A C 24 ft +18 ft 18 ft-

5.) Consider the 2D beam supported by a roller at A and a pin at B. EXTERNAL FORCES a) Draw a FBD. Include all external reaction forces & moments. b) Solve for the values of all external reaction forces & moments. INTERNAL FORCES c) Draw the internal shear force diagram (SFD) for the beam. Label the maximum and minimum values on the graph. d) Draw the internal bending moment diagram (BMD) for the beam. Label the maximum and minimum values on the graph. e) What is the maximum magnitude of bending moment on the beam? f) Is the maximum (above) a "sagging" or "hogging" bending moment? g) At what single point along the beam does this maximum occur? h) What are the values of internal forces (N,V,M) acting at C? INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x) for EACH interval (given below). Assume x=0 is at the left end of the beam: a. From the left edge until point A? b. From A until B? 3 kip/ft A C 24 ft +18 ft 18 ft-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please do parts a, b, and c

5.) Consider the 2D beam supported by a roller at A and a pin at B. EXTERNAL FORCES a) Draw a FBD. Include all external reaction forces & moments. b) Solve for the values of all external reaction forces & moments. INTERNAL FORCES c) Draw the internal shear force diagram (SFD) for the beam. Label the maximum and minimum values on the graph. d) Draw the internal bending moment diagram (BMD) for the beam. Label the maximum and minimum values on the graph. e) What is the maximum magnitude of bending moment on the beam? f) Is the maximum (above) a “sagging" or "hogging" bending moment? g) At what single point along the beam does this maximum occur? h) What are the values of internal forces (N,V,M) acting at C? INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x) for EACH interval (given below). Assume x=0 is at the left end of the beam: a. From the left edge until point A? b. From A until B? 3 kip/ft A C 24 ft - 18 ft - 18 ft –
Transcribed Image Text:5.) Consider the 2D beam supported by a roller at A and a pin at B. EXTERNAL FORCES a) Draw a FBD. Include all external reaction forces & moments. b) Solve for the values of all external reaction forces & moments. INTERNAL FORCES c) Draw the internal shear force diagram (SFD) for the beam. Label the maximum and minimum values on the graph. d) Draw the internal bending moment diagram (BMD) for the beam. Label the maximum and minimum values on the graph. e) What is the maximum magnitude of bending moment on the beam? f) Is the maximum (above) a “sagging" or "hogging" bending moment? g) At what single point along the beam does this maximum occur? h) What are the values of internal forces (N,V,M) acting at C? INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x) for EACH interval (given below). Assume x=0 is at the left end of the beam: a. From the left edge until point A? b. From A until B? 3 kip/ft A C 24 ft - 18 ft - 18 ft –
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