9:43 Assignment 3_ec751152d203b... Q. I Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inertia of each span is indicated. Assume support at B is a roller and A and C are fixed. E = 29(10³) ksi. A 1 k/ft 12 kN/m ||10A- -10 ft- LAB = 900 in A 800 lb/ft TARNEABLE I OB 24 ft Q. 2 Determine the member moments at B and C, then construct the shear and moment diagrams for the beam. All connections are pins. Assume the horizontal reactions are zero. El is constant. B w = 5 kN/m -10 ft- Q. 3 Determine all reactions and draw the shear and moment diagrams for the beam shown below. E is constant. 35 k B C BC= 1200 in -8 ft-8 ft- P = 40 kN 30 k -10 ft El= constant 1.21 12 m OD 12 kN/m Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown below. El is constant. .... m Figure I 2 k/ft -20 ft- 59 2 Figure 2 Figure 3 Done E Figure 4 Page | 2
9:43 Assignment 3_ec751152d203b... Q. I Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inertia of each span is indicated. Assume support at B is a roller and A and C are fixed. E = 29(10³) ksi. A 1 k/ft 12 kN/m ||10A- -10 ft- LAB = 900 in A 800 lb/ft TARNEABLE I OB 24 ft Q. 2 Determine the member moments at B and C, then construct the shear and moment diagrams for the beam. All connections are pins. Assume the horizontal reactions are zero. El is constant. B w = 5 kN/m -10 ft- Q. 3 Determine all reactions and draw the shear and moment diagrams for the beam shown below. E is constant. 35 k B C BC= 1200 in -8 ft-8 ft- P = 40 kN 30 k -10 ft El= constant 1.21 12 m OD 12 kN/m Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown below. El is constant. .... m Figure I 2 k/ft -20 ft- 59 2 Figure 2 Figure 3 Done E Figure 4 Page | 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![9:43
Assignment 3_ec751152d203b...
₁
Q. I
Determine the moments at A, B, and C, then draw the moment diagram for the beam.
The moment of inertia of each span is indicated. Assume support at B is a roller and A
and C are fixed. E = 29(10³) ksi.
A
A
1 k/ft
-10 ft-
12 kN/m
m-
LAB = 900 in
800 lb/ft
QB
24 ft
Q. 2 Determine the member moments at B and C, then construct the shear and moment
diagrams for the beam. All connections are pins. Assume the horizontal reactions are
zero. El is constant.
B
-10 ft-
w=5 kN/m
IB
IBC = 1200 in
-8 ft-8 ft-
35 k
↓
C
P = 40 kN
30 k
Q.3 Determine all reactions and draw the shear and moment diagrams for the beam shown
below. E is constant.
-10 ft
El = constant
1.21
12 m
D
m-
12 kN/m
-8 m-
Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown
below. El is constant.
ا...
Figure I
2 k/ft
D
-20 ft
Figure 2
59
Figure 3
Done
E
Figure 4
Page | 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9b4f8154-824d-4c70-8c05-7daa6b4aa8aa%2F35427050-89ff-4e8a-93ad-d968a8404b4c%2Fy33t2ub_processed.png&w=3840&q=75)
Transcribed Image Text:9:43
Assignment 3_ec751152d203b...
₁
Q. I
Determine the moments at A, B, and C, then draw the moment diagram for the beam.
The moment of inertia of each span is indicated. Assume support at B is a roller and A
and C are fixed. E = 29(10³) ksi.
A
A
1 k/ft
-10 ft-
12 kN/m
m-
LAB = 900 in
800 lb/ft
QB
24 ft
Q. 2 Determine the member moments at B and C, then construct the shear and moment
diagrams for the beam. All connections are pins. Assume the horizontal reactions are
zero. El is constant.
B
-10 ft-
w=5 kN/m
IB
IBC = 1200 in
-8 ft-8 ft-
35 k
↓
C
P = 40 kN
30 k
Q.3 Determine all reactions and draw the shear and moment diagrams for the beam shown
below. E is constant.
-10 ft
El = constant
1.21
12 m
D
m-
12 kN/m
-8 m-
Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown
below. El is constant.
ا...
Figure I
2 k/ft
D
-20 ft
Figure 2
59
Figure 3
Done
E
Figure 4
Page | 2
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