PROBLEM 1. Determine the deflection at the left overhanging end of the beam loaded as shown below using the two methods indicated in the group of your choice. Choose and use only one group. (No mixing of methods. If you choose group 1, then use only the methods indicated.) A Group 1 Methods: Double Integration Method and Conjugate Beam Method Group 2 Methods: Method of Three Moments and Area Moment Method Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 200 kNm D P (in kN) E
PROBLEM 1. Determine the deflection at the left overhanging end of the beam loaded as shown below using the two methods indicated in the group of your choice. Choose and use only one group. (No mixing of methods. If you choose group 1, then use only the methods indicated.) A Group 1 Methods: Double Integration Method and Conjugate Beam Method Group 2 Methods: Method of Three Moments and Area Moment Method Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 200 kNm D P (in kN) E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Let P = 153 kN
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Please continue to Solve Problem 1 in Group 1 using the Conjugate Beam Method. Solve in 4 decimal places. Thumbs-up will be given!
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