Calculate the maximum deflection d

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Reference no: EM131065119

Columns with Eccentric Axial Loads

An aluminum bar having a rectangular cross section (2.0 in.× 1.0 in.) and length L= 30 in. is compressed by axial loads that have a resultant P= 2800 lb acting at the midpoint of the long side of the cross section (see figure).

Assuming that the modulus of elasticity E is equal to 10 ×106 psi and that the ends of the bar are pinned, calculate the maximum deflection d and the maximum bending moment Mmax.

Reference no: EM131065119

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