Applying the (AMM) Area Moment Method Approach. Consider 150 mm x 200 mm section and E = 80 GPa. Round off to two decimal places a. Vertical Reaction at C in kN. b. Slope of the elastic curve at support C in degrees. c. Deflection at point B in mm. d. Deflection at point D in mm. Show organized solution
Applying the (AMM) Area Moment Method Approach. Consider 150 mm x 200 mm section and E = 80 GPa. Round off to two decimal places a. Vertical Reaction at C in kN. b. Slope of the elastic curve at support C in degrees. c. Deflection at point B in mm. d. Deflection at point D in mm. Show organized solution
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Applying the (AMM) Area Moment Method Approach. Consider 150 mm x 200 mm section and E = 80 GPa.
Round off to two decimal places
a. Vertical Reaction at C in kN.
b. Slope of the elastic curve at support C in degrees.
c. Deflection at point B in mm.
d. Deflection at point D in mm.
Show organized solutions
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Step 1: Introduce the problem statement
VIEWStep 2: Determine static indeterminacy
VIEWSolution
VIEWStep 3: Bending moment diagram due to udl
VIEWStep 4: Bending moment diagram due to point load at 'E'
VIEWStep 5: Bending moment diagram due to point load at 'D'
VIEWStep 6: Bending moment diagram due to redundant RC
VIEWStep 7: Determine reaction RC
VIEWStep 8: Determine slope at C
VIEWStep 9: Determine deflection at B
VIEWStep 10: Determine deflection at D
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