Solve for the Following 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 The distance between point A and the shear force VAB=0 a. 6 feet b. 8 feet c. 10 feet d. 12 feet The degree of bending moment equations for segments AB and BC. a. 1st degree and 2rd degree b. 3rd degree and 2nd degree c. 2nd degree and 3rd degree d. None of the above.

Solve for the Following 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 The distance between point A and the shear force VAB=0 a. 6 feet b. 8 feet c. 10 feet d. 12 feet The degree of bending moment equations for segments AB and BC. a. 1st degree and 2rd degree b. 3rd degree and 2nd degree c. 2nd degree and 3rd degree d. None of the above.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.76P: The 50-ft measuring tape weighs 2.4 lb. Compute the span L of the tape to four significant figures.

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Concept explainers

Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.

Question

Solve for the Following

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

The distance between point A and the shear force VAB=0

a. 6 feet

b. 8 feet

c. 10 feet

d. 12 feet

The degree of bending moment equations for segments AB and BC.

a. 1st degree and 2rd degree

b. 3rd degree and 2nd degree

c. 2nd degree and 3rd degree

d. None of the above.

A
6 ft-
200 lb/ft
B
CA
1200 lb. ft
★4 ft —— 4 ft -
D

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