Im 2m 3m Im 3m Question 4 10 kN 20 kN UDL = 20 kN/mD E A B 2.5m 2m 2m 3m RBY ReY 16
Im 2m 3m Im 3m Question 4 10 kN 20 kN UDL = 20 kN/mD E A B 2.5m 2m 2m 3m RBY ReY 16
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.3.10P: Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
Related questions
Question
100%
could you please produce a shear force diagram for question 4
![UFMFH3-30-1
Problem Sheet 2
Calculate the reactions at the supports of the simply supported beams with UDLS shown
below
Question 1
20 kN
UDL = 5 kN/m
%3D
A
В
C
D
lm
1m
2m
RA
RD
Question 2
4.5 kN
UDL = 2 kN/m
A
В
C
D
1.25 m
1.5 m
2.5 m
Question 3
|20 kN
15 kN
UDL = 5 kN/m
%3D
A B
V
1m
2m
3m
1m
3m
Question 4
10 kN
20 kN
A
В
UDL = 20 kN/m
E
2.5m
2m
2m
3m
RBY
REY
16](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fac58b9ad-fa5b-484f-b886-8310827fb48f%2Fa7f77e30-cb6e-439b-a991-53988090798a%2Fr0zojlc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:UFMFH3-30-1
Problem Sheet 2
Calculate the reactions at the supports of the simply supported beams with UDLS shown
below
Question 1
20 kN
UDL = 5 kN/m
%3D
A
В
C
D
lm
1m
2m
RA
RD
Question 2
4.5 kN
UDL = 2 kN/m
A
В
C
D
1.25 m
1.5 m
2.5 m
Question 3
|20 kN
15 kN
UDL = 5 kN/m
%3D
A B
V
1m
2m
3m
1m
3m
Question 4
10 kN
20 kN
A
В
UDL = 20 kN/m
E
2.5m
2m
2m
3m
RBY
REY
16
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