Answer only C and D. note: a = 3.7 m b = 31.0 kN/m c = 35 kN 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-off your answers to two decimal places. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm.
Answer only C and D. note: a = 3.7 m b = 31.0 kN/m c = 35 kN 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-off your answers to two decimal places. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm.
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Transcribed Image Text:Answer only C and D. note: a 3.7 m b 31.0 kN/m c = 35 kN
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-off
your answers to two decimal places.
c. Deflection at point C in mm.
d. Deflection at midspan of AB in mm.
c kN
b kN/m
10 kN/m
"a" m
3 m
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