ABAQUS: Modelling of Simply Supported Beam with Uniformly Distributed Load (UDL)

by Manish Gadkari
**Check the Support Condition for Shell Element, support should be only at the bottom corner nodes

[@nathanbrennan5272]

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?