AREA-MOMENT METHOD 40 kn 28.0 kn/m 10 kN/m DRAW THE MOMENT DIAGRAM BY PARTS WITH COMPLETE SOLUTION 3 m 2.8 m Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-ofi your answers to two decimal places. а. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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AREA-MOMENT METHOD
40 kn
28.0 kn/m
10 kN/m
B.
DRAW THE MOMENT DIAGRAM BY PARTS
WITH COMPLETE SOLUTION
3 m
2.8 m
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method
Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-ofi
your answers to two decimal places.
a. Vertical Reaction at B in kN.
b. Moment Reaction at A in kN-m.
Deflection at point C in mm.
d. Deflection at midspan of AB in mm.
С.
Transcribed Image Text:AREA-MOMENT METHOD 40 kn 28.0 kn/m 10 kN/m B. DRAW THE MOMENT DIAGRAM BY PARTS WITH COMPLETE SOLUTION 3 m 2.8 m Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-ofi your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. Deflection at point C in mm. d. Deflection at midspan of AB in mm. С.
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