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1-10. A bar of variable cross section, held on the left, is subjected to three forces, P4 KN, P.-2 KN, and P.3 kN.as shown in the figure. On two separate diagrams, plot the axial force and the axial stress along the length of the bar. Let A1, 200 mm, A2, - 100mm, and A3,- 150 mm".

1-10. A bar of variable cross section, held on the left, is subjected to three forces, P4 KN, P.-2 KN, and P.3 kN.as shown in the figure. On two separate diagrams, plot the axial force and the axial stress along the length of the bar. Let A1, 200 mm, A2, - 100mm, and A3,- 150 mm".

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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1-10. A bar of variable cross section, held on the left, is subjected to three forces, P =4 kN, P, = -2 KN, and P, = 3 kN, as shown in the figure. On two separate diagrams, plot the axial force and the axial stress along the length of the bar. Let A1, = 200 mm, A2, = 100mm², and A3, = 150 mm".

1-10. A bar of variable cross section, held on the left, is subjected to three forces, P=4 kN, P. = -2 KN, and P, = 3 KN.as shown in the figure. On two separate diagrams, plot the axial force and the axial stress along the length of the bar. Let A1, = 200 mm, A2, = 100mm?, and A3, = 150 mm". P. P Az Aj Fig. Pl-10
Transcribed Image Text:1-10. A bar of variable cross section, held on the left, is subjected to three forces, P=4 kN, P. = -2 KN, and P, = 3 KN.as shown in the figure. On two separate diagrams, plot the axial force and the axial stress along the length of the bar. Let A1, = 200 mm, A2, = 100mm?, and A3, = 150 mm". P. P Az Aj Fig. Pl-10
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