Sorry about the image being upside down! I didn't realize that. And thank you for the warm welcome.
So
Moment about D= C12-18(6)-5(16)-2(10)27+4(32)+60=0
C=45
Forces in y =D+4+45-20-18-5=0
D=-6
Note (the new pictures going to be sideways. I can't figure out how to fix it on my...
So it would be
Moment about b = 60 +10A-2(10)5=0
A=4 kN
Moment about D = C(12)+60-50(32)-20(27)-5(16)-18(6)=0
C=189kN
Forces in y direction=C+D+4-(2)10-5-18=0
D=-150kN
Draw the shear and moment diagrams for the beam in the figure. Clearly show all values, including the maximum shear and maximum moment and their positions on the diagrams. Assume the supports at A and C are rollers and D is a pin support. note there is a hinge at point B.
I am having trouble...