Question

iv. Using the results in part (iii) above, develop Mohrs circle for the 2D state of plane stress at point P. Your Mohrs cir

Previous part results below

-skrim som k sm x sm x EXO, PATRB = Exsx10 + SX10 = 15kN EMA=0 R9x10 - S¥10(10+5) + 4 XS¥10( ex 10) TORR = 750 + 166.67 Riß

Crop section - T SX200 X 100 + SY SOY/200 HRS) X 2 sy RS0y2 + 35X200 4562500 11500 1 Y= 260.715 mm I - PSX2002+ 454800(260.71

- 93.76X100/260.715-100) 9.626*10% hogging moment Top = 57.38 n/mm2 compressive (belowe n.A.) shearson VAY X (syt зу, - 82.92

= 23.97X1000 X/25Y10o) (so +160.) X 850 7.676X108 K1000) V bolt a 11.994 KN shear force in a bolt = 11.454 - 5.741KM = 5.756

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Answer #1

• Determine principle stresser , maximume in plane shear stress at point p: 1.84 Hpa -57 38 Mpa 67-38 1. 84 A(57.38, - 184) Btanol = 1.84 = 3 28.69 01 = 3.6695° O 1-88478° (clockwise) O2 = 180+01= 183-6695 (elockwise) Og: 91.834 (clockwise) ASUMWAND

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