Use Eq. (10.2.30) with ps = 0 and pt = p (a constant) alongside 3-4 of the

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Use Eq. (10.2.30) with ps = 0 and pt = p (a constant) alongside 3-4 of the element shown in Figure 10-5 on page 500 to obtain the nodal forces?

Figure P10-5

(a)

A (XA = 13 in.) X = 10 in. =0.006 in. X3 = 15 in. M3 =0 X2= 20 in. u2 =-0.006 in.

(b)

A (A = 7 in.) * = 0 = 5 in. M3 = 0.001 in. X2= 10 in. 2 = 0.003 in. %3D

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A First Course in the Finite Element Method

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Question Posted: Feb 14, 2018 08:59 AM

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Use Eq. (10.2.30) with ps = 0 and pt = p (a constant) alongside 3-4 of the

Question:

A (XA = 13 in.) X = 10 in. =0.006 in. X3 = 15 in. M3 =0 X2= 20 in. u2 =-0.006 in. A (A = 7 in.) * = 0 = 5 in. M3 = 0.001 in. X2= 10 in. 2 = 0.003 in. %3D

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A First Course in the Finite Element Method

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