For the rectangular element considered in Problem 10.52 and Fig. 10.35, find the element nodal force vector due to
uniform surface tractions, with Fx0 ¼ 1000 Pa and Fy0 ¼ 500 Pa, applied on the edge (face) ij. Perform the
needed integration by evaluating the integrand at the centroid of the element and treating the integrand as a constant
throughout the element.
N="\\frac{y}{H}-\\frac{xy}{LH}"
=0.25*1000+ 0.25*500
=375
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