Question

3) For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the magnitude and location of the maximum absolute value of the bending moment L kN/m 6 m 2 m 3 m P=(20+0.5A) kN PL = (15+0.5A) kN/m L=15+3=18 P=23 kN A = Last digit your class M=20+A kNm M: 23 kNm (20 POINTS) $\sum M_A = 0$ (6)-

          3) For the beam and loading shown, (a) draw the shear and bending
moment diagrams, (b) determine the magnitude and location of the
maximum absolute value of the bending moment
L kN/m
6 m
2 m
3 m
P=(20+0.5*A) kN
PL = (15+0.5*A) kN/m
L=15+3=18
P=23 kN
A = Last digit your class
M=20+A kNm
M: 23 kNm
(20 POINTS)
$\sum M_A = 0$
(6)-

3) For the beam and loading shown, (a) draw the shear and bending
moment diagrams, (b) determine the magnitude and location of the
maximum absolute value of the bending moment
L kN/m
6 m
2 m
3 m
P=(20+0.5*A) kN
PL = (15+0.5*A) kN/m
L=15+3=18
P=23 kN
A = Last digit your class
M=20+A kNm
M: 23 kNm
(20 POINTS)
∑ MA = 0
(6)-

Added by Joshua T.

University Physics with Modern Physics

Hugh D. Young 14th Edition

Instant Answer

Solved by Expert Pritesh Ranjan

Step 1

- Beam ABCD with supports at A and B - Total length: 6m + 2m + 3m = 11m - Distributed load L = 18 kN/m over section AB (6m) - Concentrated point load P = 23 kN at point C - Applied moment M = 23 kN·m at point D Show more…

Show all steps

Thanks for your feedback!

For the beam and loading shown, draw the shear and bending moment diagrams. Determine the magnitude and location of the maximum absolute value of the bending moment. P = 20 + 0.5 * A kN L = 15 + 0.5 * A kN/m P = 23 kN A = Last digit of your class B = D M = 20 + A kNm M = 23 kNm 2m 3m 7m