Question: ( Q 1 ) For a partial, UDL load: 2 6 . 3 k N m for 6 0 c m from left fixed supports

(Q1) For a partial, UDL load: 26.3kNm for 60cm from left fixed supports both ends
Calculate:
Shear force with Vx equation
ending moment with mx equation
Steel beam:
cross section
]=50.02083[50.02083
max deflection
Iy=50.02083A Max slope equation.
( Q 1 ) For a partial, UDL load: 2 6 . 3 k N m

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