20 KN 80 KN B 2. The overhang beam has a composite cross-section as given below. Determine the maximum compressive and t
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20 KN 80 KN B 2. The overhang beam has a composite cross-section as given below. Determine the maximum compressive and t
20 KN 80 KN B 2. The overhang beam has a composite cross-section as given below. Determine the maximum compressive and tensile stresses at the beam cross-section due to the forces acting on the beam. Draw the stress distribution along the height of the cross-section. Determine the radius of curvature of the section under the maximum bending stresses. (E=8000 MPa) D с -1.6 m 6.4 m B2 S T 40 mm L B1 (m) (mm) 2.40 80 B2 (mm) 120 H (mm) 100 30mm H 30 mm + B1 -
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