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Situation 20: A hollow steel pipe with external diameter of 200 mm has a length of 200 mm and has length of 3m. Use E =200 GPa. Pipe Extemal diameter. D. Thickness, t D. Base plate Diameter, D Thickness, t Concrete 60. If P = 300 kN, find the maximum internal diameter Di withou

Situation 20: A hollow steel pipe with external diameter of 200 mm has a length of 200 mm and has length of 3m. Use E =200 GPa. Pipe Extemal diameter. D. Thickness, t D. Base plate Diameter, D Thickness, t Concrete 60. If P = 300 kN, find the maximum internal diameter Di withou

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 20: A hollow steel pipe with external diameter of 200 mm has a length of 200 mm and has length of 3m. Use E =200 GPa. P. Pipe Extemal diameter. D. Thickness, t D. D. Base plate Diameter, D Thickness, t Concrete 60. If P = 300 kN, find the maximum internal diameter Di without exceeding stress of 65 MPa in the pipe a. 189.6 mm b. 193.5 mm 61. If P = 350 kN, find the maximum internal diameter Di without C. d. 157.8 mm 184.7 mm exceeding a compressive strain of 0.0006 in the pipe. 190.5 mm b. 184.7 mm 62. If the thickness of the pipe is 6mm, find P without exceeding a. C. 195.7 mm d. 175.6 mm a stress of 95 MPa or a strain of 0.0004 in the column a. 314.5 kN C. 347.4 kN b. 292.5 kN d. 368 kN
Transcribed Image Text:Situation 20: A hollow steel pipe with external diameter of 200 mm has a length of 200 mm and has length of 3m. Use E =200 GPa. P. Pipe Extemal diameter. D. Thickness, t D. D. Base plate Diameter, D Thickness, t Concrete 60. If P = 300 kN, find the maximum internal diameter Di without exceeding stress of 65 MPa in the pipe a. 189.6 mm b. 193.5 mm 61. If P = 350 kN, find the maximum internal diameter Di without C. d. 157.8 mm 184.7 mm exceeding a compressive strain of 0.0006 in the pipe. 190.5 mm b. 184.7 mm 62. If the thickness of the pipe is 6mm, find P without exceeding a. C. 195.7 mm d. 175.6 mm a stress of 95 MPa or a strain of 0.0004 in the column a. 314.5 kN C. 347.4 kN b. 292.5 kN d. 368 kN
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