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
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
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
VIEWStep 3: Bending moment in released structure due to external loads
VIEWStep 4: Bending moment in released structure due to redundant
VIEWStep 5: Determine reaction at C
VIEWStep 6: Determine slope at C
VIEWStep 7: Determine deflection at B
VIEWStep 8: Determine deflection at D
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