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. a. 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. 22 kN 29.8 kN/m 10 kN/m B IC O 3.9 m 3 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-off your answers to two decimal places. a. 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. 22 kN 29.8 kN/m 10 kN/m B IC O 3.9 m 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the following unknowns on the beam shown below using AREA-MOMENT METHOD. Consider 150mm x 150mm section and E = 80 GPa. Show complete and organized solution. Solve the following:
- Vertical Reaction at B in kN.
- Moment Reaction at A in kN-m.
- Deflection at point C in mm.
- Deflection at midspan of AB in mm.
Transcribed Image Text: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.
a. 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.
22 kN
29.8 kN/m
10 kN/m
Mumi
IC
3.9 m
3 m
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Determine the following unknowns on the beam shown below using AREA-MOMENT METHOD. Consider 150mm x 150mm section and E = 80 GPa. Show complete and organized solution. Solve the Deflection at midspan of AB in mm.
Transcribed Image Text:29.8 kN/m
3.9 m
22 kN
3 m
10 kN/m
IC
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