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Manish, is your analytical solution correct? I checked, and with a second moment of inertia of 195312500 mm^42m simply supported beam with a UDL of 1.5 N/m. There is no deflection. Can you please explain how you got the analytical answer?
Manish, is your analytical solution correct?
I checked, and with a second moment of inertia of 195312500 mm^4
2m simply supported beam with a UDL of 1.5 N/m. There is no deflection. Can you please explain how you got the analytical answer?