A symmetric I section of size 180 mm x 40 mm 8 mm thick is

Last updated: 6/9/2023

A symmetric I section of size 180 mm x 40 mm 8 mm thick is strengthened with 240 mm x 10 mm rectangular plate on top flange as shown is Q2 If permissible stress in the material is 175 N mm2 determine how much concentrated load the beam of this section can carry at centre of 4 m span Given ends of beam are simply supported 240 mm 8 mm thick 180 mm Figure Q2 10 mm 400 mm