8.19 A beam of I-section, 500 mm deep and 200 mm wide, has flanges 25 mm thick and web 12 mm thick. It carries a concentrated load of 300 kN at the center of a simply supported span of 3 m. Calculate the principal stresses set up in the beam at the point where the web meets the flange.
8.19 A beam of I-section, 500 mm deep and 200 mm wide, has flanges 25 mm thick and web 12 mm thick. It carries a concentrated load of 300 kN at the center of a simply supported span of 3 m. Calculate the principal stresses set up in the beam at the point where the web meets the flange.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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![8.19 A beam of I-section, 500 mm deep and 200 mm wide, has flanges 25 mm thick and web 12 mm
thick. It carries a concentrated load of 300 kN at the center of a simply supported span of 3 m.
Calculate the principal stresses set up in the beam at the point where the web meets the flange.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fadb1aca5-78a1-4322-b813-859e54586c3b%2F5431d956-ff25-43f7-826e-7224b94ef2ca%2Fbwc3u7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:8.19 A beam of I-section, 500 mm deep and 200 mm wide, has flanges 25 mm thick and web 12 mm
thick. It carries a concentrated load of 300 kN at the center of a simply supported span of 3 m.
Calculate the principal stresses set up in the beam at the point where the web meets the flange.
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