Compute the support reactions, member end actions and draw shear force & bending moment diagram for the given beam as shown in Fig.2 using flexibility method. Take EI= constant. 10 k 1.5k/ft A C 15 ft 5 ft 5 ft Fig.2
Compute the support reactions, member end actions and draw shear force & bending moment diagram for the given beam as shown in Fig.2 using flexibility method. Take EI= constant. 10 k 1.5k/ft A C 15 ft 5 ft 5 ft Fig.2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Compute the support reactions, member end actions and draw shear force & bending moment diagram
for the given beam as shown in Fig.2 using flexibility method. Take EI= constant.
10 k
1.5k/ft
A
C
15 ft
5 ft
5 ft
Fig.2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F53bb3e8a-1401-4c47-a4b2-cfdd8e8c1dbf%2F602dbf1d-ab81-4fa8-8ab9-15c10df545cb%2Fntvm397.jpeg&w=3840&q=75)
Transcribed Image Text:Compute the support reactions, member end actions and draw shear force & bending moment diagram
for the given beam as shown in Fig.2 using flexibility method. Take EI= constant.
10 k
1.5k/ft
A
C
15 ft
5 ft
5 ft
Fig.2
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Step 1 Interpretation of data
VIEWStep 2 Calculation of static indeterminacy
VIEWStep 3 Calculation for simply supported moment for two individual section
VIEWStep 4 Development of flexibility matrix
VIEWStep 5 Flexibility matrix equation
VIEWStep 6 Bending moment diagram
VIEWStep 7 Calculations for support reactions
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