For the element shown in Figure P10-14, replace the distributed load with the energy equivalent nodal forces

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For the element shown in Figure P10-14, replace the distributed load with the energy equivalent nodal forces by evaluating a force matrix similar to Eq. (10.2.29). Let h 5 0.1 in thick. The global coordinates (in inches) are shown in Figure P10-14.

Figure P10-14

(a)

= 4000 psi uniform т, - 3 (0, 4) (5, 4) (8, 0)

(b)

(8, 4) Linear (3, 4) T, = 500 psi 2 (8, 0)
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