please, put the solutions in pdf if you can, make it clear for me to understand. let me know if you got more questions.thank you for help.

1. Ans.
Let say,
h = 2
j = 90
k = 8
q = 1667 = 1.667KN/m
r = 5000 = 5.000kN/m
E = 190 Gpa
H = 0.5m
B = 5m
Moment of inertia = 5.208 x 10^4 mm4
Section Area = 2.5x 10 ^6 mm2
Shear force
Span xa = 2m
At A left = 4.90KN    
Right = 1.57 KN
Span Xb = 8m
At B Left = 1.57KN
Right = -38.43KN    
Maximum Bending moment Ma =...