Answers: Ay Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-12 ft, b-5 ft and w=5.5 kips/ft. Part 2 Calculate the reaction forces A, and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A, 0, it has been omitted from the free-body diagram) Answer: (a) V-1 (b) V-1 (c) V= Part 3 Answer:x- Determine the shear force acting at each of the following locations: (a) x-0+ ft (l.e., just to the right of support A) (b) x 12ft (c) x 15.333333333333 ft When entering your answers, use the shear force sign convention, Part 4 Answer: Max expert.chegg.com/exp Part.5 (a) M (b) M- kips. kips kips. (c) M= The shear-force diagram crosses the V-O axis between points A and B. Determine the location x where V-0 kips. ABA b ft. kips, C fc Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention. kip-ft. kip-ft. kip-ft AC + Cy kip-ft. Use the graphical method to determine the bending moment acting at each of the following locations: (a)x=6ft (b) x 12ft (c)x=15 ft When entering your answers, use the bending moment sign convention Answers 7 kips Your answer Typed answers are easier for students to read than handwritten notes

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Solve all parts
9:33 PME
Parti
Answers: A = 1
Part 2
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a 12 ft, b-5 ft and
w=5.5 kips/ft
31
Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the
red arrows shown on the free-body diagram below. (Note: Since Ax-0, it has been omitted from the free-body diagram)
Answer:
(a) V-1
V=
(b) V- i
(c) V=
Part 3
Determine the shear force acting at each of the following locations:
(a) x-0+ ft (i.e., just to the right of support A)
(b)x= 12 ft
(c)x= 15.333333333333 ft
Answer: x-
expert.chegg.com/exp
When entering your answers, use the shear force sign convention.
Part 4
ITTI
Part 5
0.5KB/s
kips.
kips.
kips.
Answers
(a) M-1
(b) M-
(c) M=
b
ft.
Ac
C
kips. Cy=1
The shear-force diagram crosses the V-0 axis between points A and B. Determine the location x where V-0 kips.
Cy
kip-ft.
kip-ft.
kip-ft
55 - الله © 2
Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment
sign convention
Answer: Max
kip-ft.
+ 7
(a)x= 6 ft
(b) x 12ft
(c)x=15 ft
When entering your answers, use the bending moment sign convention.
Use the graphical method to determine the bending moment acting at each of the following locations:
kips
Your answer
Typed answers are easier for students to read than handwritten notes
Transcribed Image Text:9:33 PME Parti Answers: A = 1 Part 2 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a 12 ft, b-5 ft and w=5.5 kips/ft 31 Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax-0, it has been omitted from the free-body diagram) Answer: (a) V-1 V= (b) V- i (c) V= Part 3 Determine the shear force acting at each of the following locations: (a) x-0+ ft (i.e., just to the right of support A) (b)x= 12 ft (c)x= 15.333333333333 ft Answer: x- expert.chegg.com/exp When entering your answers, use the shear force sign convention. Part 4 ITTI Part 5 0.5KB/s kips. kips. kips. Answers (a) M-1 (b) M- (c) M= b ft. Ac C kips. Cy=1 The shear-force diagram crosses the V-0 axis between points A and B. Determine the location x where V-0 kips. Cy kip-ft. kip-ft. kip-ft 55 - الله © 2 Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention Answer: Max kip-ft. + 7 (a)x= 6 ft (b) x 12ft (c)x=15 ft When entering your answers, use the bending moment sign convention. Use the graphical method to determine the bending moment acting at each of the following locations: kips Your answer Typed answers are easier for students to read than handwritten notes
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