DETERMINE THE MAXIMUM DEFLECTION 50KN A 90KN B C 6m 9m E] = CONSTANT E = 70 GPa 4 I= 95x10 mm 9m
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![DETERMINE THE MAXIMUM DEFLECTION
50KN
A
90KN
B
C
6m
9m
E] = CONSTANT
E = 70 GPa
4
I= 95x10 mm
9m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4fe409ee-61af-458c-87ed-0fe1deeed087%2F1d5cd684-5c12-4cf0-b8ce-cc29f8ae75f6%2Fupha1n_processed.jpeg&w=3840&q=75)
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- 1.(a) Using conjugate beam method find deflection at B, and 0 E 200GPa, I=60×106m¹ B 10000 8kN 12m D 12m hinge B 15m C 30 kNmDetermine the deflection at the free end of the beam using the conjugate beam method. The homogeneous steel cantilever beam has a moment of inertia on point A to point B of 2500x10^6mm4 and from the point, B to point C of 1250 x10^6mm4Determine the deflection at point c uisng moment area method
- Problem 1: Using any method, 70 GPa find the ff. when E and I 100x10 6 mm^4 %3D a. Deflection at 4m from the left support Rotation at 4m from the left support in radians Rotation at left support in degrees b. C. 150 kN 50KN-m 9kN/m 4m 1m 1m 1m 1.5mE = 200GPa A= 1100mm^2I have attched question to image. Thank you!