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30. Bending moment equation for segment AB. * a.-5.40 psf X cube b. 5.45 psf X cube c. -5.55 psf X cube Od. 6.55 psf X cube 31. Shear force equation for segment BC.* a. 2000 lb-200 lb/ft (X) b. 2100 lb-300 lb/ft (X) c. 2150 lb-300 lb/ft (X) d. 3000 lb-200 lb/ft (X) 32. Bending moment equation for segment BC. a. 2000 lb(X) - 100 lb/ft (X squared) - 9600 lb-ft b. 2100 lb(X) - 120 lb/ft (X squared) - 9700 lb-ft c. 21500 lb(x) - 200 lb/ft (X squared) - 9800 lb-ft d. 3000 lb (x) - 200 lb/ft (X squared) - 9850 lb-ft

30. Bending moment equation for segment AB. * a.-5.40 psf X cube b. 5.45 psf X cube c. -5.55 psf X cube Od. 6.55 psf X cube 31. Shear force equation for segment BC.* a. 2000 lb-200 lb/ft (X) b. 2100 lb-300 lb/ft (X) c. 2150 lb-300 lb/ft (X) d. 3000 lb-200 lb/ft (X) 32. Bending moment equation for segment BC. a. 2000 lb(X) - 100 lb/ft (X squared) - 9600 lb-ft b. 2100 lb(X) - 120 lb/ft (X squared) - 9700 lb-ft c. 21500 lb(x) - 200 lb/ft (X squared) - 9800 lb-ft d. 3000 lb (x) - 200 lb/ft (X squared) - 9850 lb-ft

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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30. Bending moment equation for segment AB. a.-5.40 psf X cube b. 5.45 psf X cube c. -5.55 psf X cube Od. 6.55 psf X cube 31. Shear force equation for segment BC. * a. 2000 lb-200 lb/ft (X) b. 2100 lb-300 lb/ft (X) c. 2150 lb-300 lb/ft (X) d. 3000 lb-200 lb/ft (X) 32. Bending moment equation for segment BC. * O a. 2000 lb(X) - 100 lb/ft (X squared) - 9600 lb-ft b. 2100lb(X) - 120 lb/ft (X squared) - 9700 lb-ft c. 21500 lb(x) - 200 lb/ft (X squared) - 9800 lb-ft d. 3000 lb(X) - 200 lb/ft (X squared) - 9850 lb-ft
Transcribed Image Text:30. Bending moment equation for segment AB. a.-5.40 psf X cube b. 5.45 psf X cube c. -5.55 psf X cube Od. 6.55 psf X cube 31. Shear force equation for segment BC. * a. 2000 lb-200 lb/ft (X) b. 2100 lb-300 lb/ft (X) c. 2150 lb-300 lb/ft (X) d. 3000 lb-200 lb/ft (X) 32. Bending moment equation for segment BC. * O a. 2000 lb(X) - 100 lb/ft (X squared) - 9600 lb-ft b. 2100lb(X) - 120 lb/ft (X squared) - 9700 lb-ft c. 21500 lb(x) - 200 lb/ft (X squared) - 9800 lb-ft d. 3000 lb(X) - 200 lb/ft (X squared) - 9850 lb-ft
A 200 lb/ft B CA 1200 lb ft 6 ft- ft —★ 4 ft →→→★▬▬4 ft - -4 D
Transcribed Image Text:A 200 lb/ft B CA 1200 lb ft 6 ft- ft —★ 4 ft →→→★▬▬4 ft - -4 D
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