Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees. c kN b kN/m d kN/m JE "a" m 4 m 3 m 3 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 1. Determine the following unknowns on the beam shown below using Double Integration  Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places.

QUESTIONS:

a. Deflection at point B in mm.

b. Deflection at point E in mm.

c. Slope of the elastic curve at point D in degrees.

GIVEN:

a. 2.70

b. 18.00

c. 34

d. 60

Problem 1. Determine the following unknowns on the beam shown below using Double Integration
Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution.
Round-off your answers to two decimal places.
a. Deflection at point B in mm.
b. Deflection at point E in mm.
c. Slope of the elastic curve at point D in degrees.
c kN
b kN/m
d kN/m
BỊ
DO
JE
"a" m
4 m
3 m
3 m
Transcribed Image Text:Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees. c kN b kN/m d kN/m BỊ DO JE "a" m 4 m 3 m 3 m
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