A pipe with an outside diameter of 7.0 in. and a wall thickness of 0.250 in. is subjected to the loads shown in the figu

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A Pipe With An Outside Diameter Of 7 0 In And A Wall Thickness Of 0 250 In Is Subjected To The Loads Shown In The Figu 1 (15.4 KiB) Viewed 43 times

A Pipe With An Outside Diameter Of 7 0 In And A Wall Thickness Of 0 250 In Is Subjected To The Loads Shown In The Figu 2 (21.88 KiB) Viewed 43 times

A Pipe With An Outside Diameter Of 7 0 In And A Wall Thickness Of 0 250 In Is Subjected To The Loads Shown In The Figu 3 (21.41 KiB) Viewed 43 times

A Pipe With An Outside Diameter Of 7 0 In And A Wall Thickness Of 0 250 In Is Subjected To The Loads Shown In The Figu 4 (22.34 KiB) Viewed 43 times

A Pipe With An Outside Diameter Of 7 0 In And A Wall Thickness Of 0 250 In Is Subjected To The Loads Shown In The Figu 5 (13.29 KiB) Viewed 43 times

A pipe with an outside diameter of 7.0 in. and a wall thickness of 0.250 in. is subjected to the loads shown in the figure. The pipe contains fluid at a pressure of 150 psi. For this analysis, use the following values:
Distances and Loads. a = 63 in. b= 42 in. c = 27 in. Px= 6.50 kips Py = 3.50 kips P₂= 1.75 kips Determine the stresses acting at point H. (Note: Include the proper sign with your answers below.) H
Normal and Shear Stresses at Point H. Txz Op1 = %p2= -35.8211 Tmax= 2.925 -1736 Principal Stresses and Maximum Shear Stress at Point H. i 2.9255 i -35.8218 ksi 19.3738 ksi ksi ksi ksi ksi
Determine the stresses acting at point K. (Note: Include the proper sign with your answers below.) Normal and Shear Stresses at Point K. ax Oy= K Ţ Txy" i 23.217 2.925 i -1736 6₂ ksi ksi ksi
Principal Stresses and Maximum Shear Stress at Point K. Op1 = Op2 = Tmax= i i 23.218 2.904 10.147 ksi ksi ksi