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Please solve deflection and slope at point C using the method of superposition in the given image. Note:hand written solution not allowed

Please solve deflection and slope at point C using the method of superposition in the given image. Note:hand written solution not allowed

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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Please solve deflection and slope at point C using the method of superposition in the given image. Note:hand written solution not allowed
Question 4 A cantilever steel beam ABC has a 50 x 50 mm square cross-section over AB, and 40 x 40 mm square cross-section over BC. The shaft carries a distributed load, w = 100 N/m, over AB and a concentrated point load, P = 500 N, at C. Using method of your choice (Macaulay slope and the deflection at C. Assume: E = 200 GPa Answer: 8 = -0.22 mm, 8c = 7.43.10-4 rad 'n Staalbalk ABC het 'n vierkantige deursnit van 50 x 50 mm oor AB en 40 x 40 mm vierkantige deursnee oor BC. Die skag dra 'n verspreide las, w = 100 N/m, oor AB en 'n gekonsentreerde puntlas, P = 500 N, by C. integration/Superposition/Moment-area), determine the Gebruik die metode van jou keuse (Macaulay-integrasie/Superposisie/Moment-area), bepaal die helling en die defleksie by C. Aanvaar: E = 200 GPa Antwoord: 8 = -0.22 mm, 8c = 7.43 10 rad 0.3 m B 0.2 m P с
Transcribed Image Text:Question 4 A cantilever steel beam ABC has a 50 x 50 mm square cross-section over AB, and 40 x 40 mm square cross-section over BC. The shaft carries a distributed load, w = 100 N/m, over AB and a concentrated point load, P = 500 N, at C. Using method of your choice (Macaulay slope and the deflection at C. Assume: E = 200 GPa Answer: 8 = -0.22 mm, 8c = 7.43.10-4 rad 'n Staalbalk ABC het 'n vierkantige deursnit van 50 x 50 mm oor AB en 40 x 40 mm vierkantige deursnee oor BC. Die skag dra 'n verspreide las, w = 100 N/m, oor AB en 'n gekonsentreerde puntlas, P = 500 N, by C. integration/Superposition/Moment-area), determine the Gebruik die metode van jou keuse (Macaulay-integrasie/Superposisie/Moment-area), bepaal die helling en die defleksie by C. Aanvaar: E = 200 GPa Antwoord: 8 = -0.22 mm, 8c = 7.43 10 rad 0.3 m B 0.2 m P с
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