Asymmetric I-section of size 180 mm 40 mm, 8 mm thick is strengthened with 240 mm
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Question:
Asymmetric I-section of size 180 mm × 40 mm, 8 mm thick is strengthened with 240 mm × 10 mm rectangular plate on top flange as shown in Fig. below. If permissible stress in the material is 150 N/mm^2, determine how much-concentrated load the beam of this section can carry at centre of 4 m span. Given ends of the beam are simply supported.
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