Geometry (plate): a 400 mm) t 15 imml Geometry (truss): A 1000 mm Material prope

Question

Geometry (plate): a 400 mm) t 15 imml Geometry (truss): A 1000 mm Material properties (plate) E 70000 IN/mm 0.30 Material properties (truss): E 300000 N/ MITT Loading conditions: 1200 IN/ Figure Q3 shows a rectangular plate of thickness t 15 mm constructed from a material with an elastic modulus E 70000 DN/mm l and Poisson's ratio v 0.30. The plate is subjected to a distributed vertical load of intensity g 1200 IN/ as shown in the Figure Q3. The centre of the mm bottom face of the plate rests on two truss elements both with an elastic modulus E 300000 N/mmal and area A 1000 mm A four element mesh of three-noded, plane stress, triangular finite elements is used to model this plate as shown in Figure Q3. Determine the displace- ments under the prescribed loading conditions.

Explanation / Answer

finiet element method is required?

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