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Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m А B tom 7 m 4 ms 15 m Questions: When x = 3.2 m, V = i ! kN M= i -21.4 kN-m When x = 8.1 m, V = i 22.4 kN M = i -54.276 kN-m When x = 12.3 m, V= i 392 kN M = i -28241.05 kN-m When x = 20.1 m, V= i kN M = i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i kN-m

Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m А B tom 7 m 4 ms 15 m Questions: When x = 3.2 m, V = i ! kN M= i -21.4 kN-m When x = 8.1 m, V = i 22.4 kN M = i -54.276 kN-m When x = 12.3 m, V= i 392 kN M = i -28241.05 kN-m When x = 20.1 m, V= i kN M = i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i kN-m

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m A B ta 7 m m4 m: 15 m Questions: When x = 3.2 m, V = i kN M = i -21.4 kN-m When x = 8.1 m, V = i 22.4 kN M = i -54.276 kN-m When x = 12.3 m, V= i 392 kN M = i -28241.05 kN-m When x = 20.1 m, V= i kN M = i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i kN-m
Transcribed Image Text:Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m A B ta 7 m m4 m: 15 m Questions: When x = 3.2 m, V = i kN M = i -21.4 kN-m When x = 8.1 m, V = i 22.4 kN M = i -54.276 kN-m When x = 12.3 m, V= i 392 kN M = i -28241.05 kN-m When x = 20.1 m, V= i kN M = i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i kN-m
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