A beam of 6 m span is built-in horizontally at the ends and carries a uniformly...

 

Transcribed Image Text:

A beam of 6 m span is built-in horizontally at the ends and carries a uniformly distributed load of 12 kN/m on the right half of the beam together with a concentrated load of 60 kN load at 2 m from the right hand end. Find the reactions and fixing moments. Draw the bending moment diagram. Also calculate the deflections at points 3 m and 5 m away from the left hand end if E= 2x10" kN/m²³ and 1=0.5x10 mm A beam of 6 m span is built-in horizontally at the ends and carries a uniformly distributed load of 12 kN/m on the right half of the beam together with a concentrated load of 60 kN load at 2 m from the right hand end. Find the reactions and fixing moments. Draw the bending moment diagram. Also calculate the deflections at points 3 m and 5 m away from the left hand end if E= 2x10" kN/m²³ and 1=0.5x10 mm