CESTRUC PROBLEM SET#3.2 STATICALLY INDETERMINATE BEAMS AND FRAMES P3. For the beam shown, determine the support reactions and then draw the shear and bending moment diagrams. Use Slope Deflection Method. 20 kN/m 60 KN f ✓ A E O - B Q D + 8 m El= constant E = 70 GPa 1= 800 (106) mm4 8 m C +4m+4 4 m-
CESTRUC PROBLEM SET#3.2 STATICALLY INDETERMINATE BEAMS AND FRAMES P3. For the beam shown, determine the support reactions and then draw the shear and bending moment diagrams. Use Slope Deflection Method. 20 kN/m 60 KN f ✓ A E O - B Q D + 8 m El= constant E = 70 GPa 1= 800 (106) mm4 8 m C +4m+4 4 m-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![CESTRUC PROBLEM SET#3.2 STATICALLY
INDETERMINATE BEAMS AND FRAMES
P3. For the beam shown, determine the support reactions and then draw the
shear and bending moment diagrams. Use Slope Deflection Method.
20 kN/m
60 KN
↓
A
E
B
C
D
+
8 m
El= constant
E = 70 GPa 1= 800 (106) mm4
8 m
n+4m|
4 m.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F00dc5a7b-82bc-408d-bc37-cbdff0a576fe%2F9aaec99b-28ec-4938-b30e-7c82ea74a114%2Fzbpfcdk5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:CESTRUC PROBLEM SET#3.2 STATICALLY
INDETERMINATE BEAMS AND FRAMES
P3. For the beam shown, determine the support reactions and then draw the
shear and bending moment diagrams. Use Slope Deflection Method.
20 kN/m
60 KN
↓
A
E
B
C
D
+
8 m
El= constant
E = 70 GPa 1= 800 (106) mm4
8 m
n+4m|
4 m.
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