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Example A beam of I - section 400 mm deep and 180 mm wide has flange of thickness 20 mm each and web thickness 25mm. Beam is simply supported at ends and carries concentrated load from column equals to 800 kN at mid poir of beam. Calculate maximum intensity of shear stress in the section. Assuming moment of inertia of section abou NA is 4 x 10" mm. a) 50.46 N/mm? b) 43.56 N/mm? c) 53.46 N/mm² d) 20 N/mm? 180 mm- 20 mm (2) 25 mm 400 mm 20 mm

Example A beam of I - section 400 mm deep and 180 mm wide has flange of thickness 20 mm each and web thickness 25mm. Beam is simply supported at ends and carries concentrated load from column equals to 800 kN at mid poir of beam. Calculate maximum intensity of shear stress in the section. Assuming moment of inertia of section abou NA is 4 x 10" mm. a) 50.46 N/mm? b) 43.56 N/mm? c) 53.46 N/mm² d) 20 N/mm? 180 mm- 20 mm (2) 25 mm 400 mm 20 mm

Elements Of Electromagnetics
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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Example A beam of I – section 400 mm deep and 180 mm wide has flange of thickness 20 mm each and web thickness is 25mm. Beam is simply supported at ends and carries concentrated load from column equals to 800 kN at mid point of beam. Calculate maximum intensity of shear stress in the section. Assuming moment of inertia of section about NA is 4 x 108 mm". a) 50.46 N/mm? b) 43.56 N/mm? c) 53.46 N/mm? d) 20 N/mm? 180 mm 20 mm 25 mm 400 mm 20 mm
Transcribed Image Text:Example A beam of I – section 400 mm deep and 180 mm wide has flange of thickness 20 mm each and web thickness is 25mm. Beam is simply supported at ends and carries concentrated load from column equals to 800 kN at mid point of beam. Calculate maximum intensity of shear stress in the section. Assuming moment of inertia of section about NA is 4 x 108 mm". a) 50.46 N/mm? b) 43.56 N/mm? c) 53.46 N/mm? d) 20 N/mm? 180 mm 20 mm 25 mm 400 mm 20 mm
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