All members shown are made with 1 inch diameter steel bar with a circular cross-section and Young's modulus Est = 29(103) ksi. a) Using the method of integration or discontinutiy function, determine vertical deflection at the tip of the bar (D) where load P is applied in terms of P. Neglect the horizontal movement of point C. b) Determine the maximum magnitude of P so P -4 ft -3 ft- D that the member BC will not buckle. 3 ft
All members shown are made with 1 inch diameter steel bar with a circular cross-section and Young's modulus Est = 29(103) ksi. a) Using the method of integration or discontinutiy function, determine vertical deflection at the tip of the bar (D) where load P is applied in terms of P. Neglect the horizontal movement of point C. b) Determine the maximum magnitude of P so P -4 ft -3 ft- D that the member BC will not buckle. 3 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![All members shown are made with 1 inch diameter steel bar with a circular cross-section and
Young's modulus Est = 29(103) ksi.
a) Using the method of integration or
discontinutiy function, determine vertical
deflection at the tip of the bar (D) where
P
load P is applied in terms of P. Neglect the
horizontal movement of point C.
b) Determine the maximum magnitude of P so
4 ft
3 ft
that the member BC will not buckle.
3 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9bdb5971-6391-4972-8067-81d8faa3ceb5%2Fc6243a43-5095-4d2d-b4c2-13b2f537bd07%2Fnwrsp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:All members shown are made with 1 inch diameter steel bar with a circular cross-section and
Young's modulus Est = 29(103) ksi.
a) Using the method of integration or
discontinutiy function, determine vertical
deflection at the tip of the bar (D) where
P
load P is applied in terms of P. Neglect the
horizontal movement of point C.
b) Determine the maximum magnitude of P so
4 ft
3 ft
that the member BC will not buckle.
3 ft
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