100 kN 75 kN/m | 37.5 kN/m A 3 m - 3 m 4 m E = 200 GPa I = 213(10) mm FIG. P16.2, P16.6
100 kN 75 kN/m | 37.5 kN/m A 3 m - 3 m 4 m E = 200 GPa I = 213(10) mm FIG. P16.2, P16.6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the moment-distribution method.
![100 kN
75 kN/m
| 37.5 kN/m
A
E3 m
- 3 m
4 m
1= 213(10) mm
E = 200 GPa
FIG. P16.2, P16.6](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2a6431e6-5de5-4542-8d32-bb9adb737643%2F649a41bf-344b-4c21-8f7d-5302802366e7%2Fb1w1lrh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:100 kN
75 kN/m
| 37.5 kN/m
A
E3 m
- 3 m
4 m
1= 213(10) mm
E = 200 GPa
FIG. P16.2, P16.6
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