Maximum shear stress for Symmetrical I section beam/ Strength of Materials

Maximum shear stress for Symmetrical I section beam/ Strength of Materials
An I-section beam 350 mm ×200 mm has a web thickness of 12.5 mm and a flange thickness of 25 mm. It carries a shearing force of 200 kN at a section. Sketch the shear stress distribution across the section

[@DIPAM9523]

Thank you shriman

[@snippy_09]

Thank you sir 💖💖💖

[@banjaraentertainment5078]

Tq teaching is super sir ❤

[@pravinspatil]

Thank you

[@dhirajdighe8800]

Sir how to calculate the thickness of web if it is not specified in the question

[@pravinspatil]

Thickness of web given in examples, if not given assume suitable thickness

[@deep3435]

please solve for me please
A beam of I section 200 mm wide and 300 mm deep with flange and web thickness 20 mm is used as a simply supported beam over a span of 7 m. The beam carries a distributed load of 5 kN/m over the whole span and a concentrated load of 20 kN at mid span. Determine the maximum bending stress set up and sketch the stress distribution.

[@deep3435]

Will you solve it please confirm

[@pravinspatil]

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