3m 6 kN/m SUSSEROM 3m 3 kN/m 4m 15 KN B 3m K 2m Fig. 3 1.5 m C (pin) 20 kN 3m 1.5 m D FESPRITT 30 6 kN/m 2m
3m 6 kN/m SUSSEROM 3m 3 kN/m 4m 15 KN B 3m K 2m Fig. 3 1.5 m C (pin) 20 kN 3m 1.5 m D FESPRITT 30 6 kN/m 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
3. Determine the support reactions for the rigid frame shown in Fig. 3. Support A is hinge and supports B and D are rollers.
![3m
6 kN/m
SASERS
3m
3 kN/m
4m
15 KN
B
3m
Kl
2m
Fig. 3
1.5 m
C (pin)
20 kN
3m
1.5 m
D
PXOM
30
6 kN/m
2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3f177076-233b-4285-9243-14928f45f77c%2F613166d7-c5d5-4d23-a815-f009e06f4594%2Fwurn5g8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3m
6 kN/m
SASERS
3m
3 kN/m
4m
15 KN
B
3m
Kl
2m
Fig. 3
1.5 m
C (pin)
20 kN
3m
1.5 m
D
PXOM
30
6 kN/m
2m
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