For the beam shown, obtain: A). Applying the double integration method, the rotation in the left support (A), and the deflection in (C). B). Applying the moment of area method, the rotation in (D), and the maximum deflection between supports A and B. C). Applying the conjugate beam method, the rotation in (B), and the deflection in (D). Use the following Values: a = 1.75 m, q = 2.25 kN/m. E = 200 Gpa, I= 200 x10^6 mm^4 Note: Please provide the deflection results in mm and rotation in degrees.
For the beam shown, obtain: A). Applying the double integration method, the rotation in the left support (A), and the deflection in (C). B). Applying the moment of area method, the rotation in (D), and the maximum deflection between supports A and B. C). Applying the conjugate beam method, the rotation in (B), and the deflection in (D). Use the following Values: a = 1.75 m, q = 2.25 kN/m. E = 200 Gpa, I= 200 x10^6 mm^4 Note: Please provide the deflection results in mm and rotation in degrees.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the beam shown, obtain:
A). Applying the double integration method, the rotation in the left support (A), and the
deflection in (C).
B). Applying the moment of area method, the rotation in (D), and the maximum deflection
between supports A and B.
C). Applying the conjugate beam method, the rotation in (B), and the deflection in (D).
Use the following Values: a = 1.75 m, q = 2.25 kN/m. E = 200 Gpa, |= 200 x10^6 mm^4
Note: Please provide the deflection results in mm and rotation in degrees.
90²
qa
A
B
D
C
а
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Step 1: Introduce the problem statement
VIEWStep 2: Determine the support reactions
VIEWStep 3: Formulate double integration equation
VIEWStep 4: Formulate equation for slope and deflection
VIEWStep 5: Apply the boundary conditions
VIEWStep 6: Formulate general equation for slope and deflection
VIEWStep 7: Determine slope at A
VIEWStep 8: Determine deflection at C
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