A vertical pipe column with an outside diameter of 18.0 in. and a wall thickness of 0.500 in is subjected to the loads s

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A Vertical Pipe Column With An Outside Diameter Of 18 0 In And A Wall Thickness Of 0 500 In Is Subjected To The Loads S 1 (12.62 KiB) Viewed 40 times

A Vertical Pipe Column With An Outside Diameter Of 18 0 In And A Wall Thickness Of 0 500 In Is Subjected To The Loads S 2 (14.81 KiB) Viewed 40 times

A Vertical Pipe Column With An Outside Diameter Of 18 0 In And A Wall Thickness Of 0 500 In Is Subjected To The Loads S 3 (18.56 KiB) Viewed 40 times

A Vertical Pipe Column With An Outside Diameter Of 18 0 In And A Wall Thickness Of 0 500 In Is Subjected To The Loads S 4 (20.29 KiB) Viewed 40 times

A Vertical Pipe Column With An Outside Diameter Of 18 0 In And A Wall Thickness Of 0 500 In Is Subjected To The Loads S 5 (11.05 KiB) Viewed 40 times

A vertical pipe column with an outside diameter of 18.0 in. and a wall thickness of 0.500 in is subjected to the loads shown in the figure. For this analysis, use the following values:
Distances and Loads. a= 27 ft b- 15 ft c= 8 ft P- 12.5 kips Py 10.0 kips P₁ = 12.5 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. O₂= %p1 = Op2 i Tmax= Principal Stresses and Maximum Shear Stress at Point H. i i ksi i ksi ksi ksi ksi ksi
Determine the stresses acting at point K. (Note: Include the proper sign with your answers below.) Oy Normal and Shear Stresses at Point K. 0," Tyx™ i 0₂ i K ksi ksi ksi
Principal Stresses and Maximum Shear Stress at Point K. Op1 = Op2= Tmax - i ksi ksi ksi