1. Determine the stresses in the member with a re-entrant corner as shown in Figure P7–17. At what..


1. Determine the pressurees in the part after a while a re-entrant corner as shown in Figure P7–17. At what colonization are the pre-eminent pressurees largest? Let E = 30  106 psi and n = 0:25. Use flatten stretch provisions.

2. Determine the pressurees in the begrime bulk subjected to the strip condition impute shown in Figure P7–18. Use a width of 2D and profoundness of D, where D is 3, 4, 6, 8, and 10 ft.

Plot the climax pressure contours on your limited element model for each instance. Compare your results. Comment touching your observations on modeling inlimited instrument. Let E = 30;000 psi and n = 0:30. Use flatten stretch conditions.