A gantry crane of weight W=100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b= 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units..

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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It’s still incorrect answer was 1136 N I’m not sure how did you calculate the second picture. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles. Topic shear and bending moment
Topic: Shear and Bending Moment
A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front
axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B)
carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the
bending moment and enter your answer in N-m units..
Remember to also show all your work (FBDs, calculation steps, etc on the handworked file)
HINT: Determine the shear and bending moment equations along the beam. Assume only
concentrated loads at the front and rear axles.
A
X
b
B
Transcribed Image Text:Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles. A X b B
Apply moment equilibrium about point B.
ΣΜp=0
B
(1-x)=0
Ay (1)-Ffront (1-x+b)-Frear
735.75) (5-x+ 0.25)—(245. 25) (5 − x)=0
5088.94-98
Ay= 5
A, 1017.79
Transcribed Image Text:Apply moment equilibrium about point B. ΣΜp=0 B (1-x)=0 Ay (1)-Ffront (1-x+b)-Frear 735.75) (5-x+ 0.25)—(245. 25) (5 − x)=0 5088.94-98 Ay= 5 A, 1017.79
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