A fixed beam AB is subjected to a uniformly varying load as shown in the figure. Find the fixed end moments.
1
FEMAB = -8.33 kN-m and FEMBA = 6.33 KN-m
2
FEMAB = -12.5 kN-m and FEMBA = 8.33 KN-m
3
FEMAB= -18.5 kN-m and FEMBA = 0 KN-m
4
FEMAB = -6.25 kN-m and FEMBA = 11.11 KN-m