Consider the frame shown in $($Figure $1).$ Suppose that PP $=580$ NN $,$ MM $=930$ N$$mN$$m $.$ Follow the sign convention.

Part A

Determine the internal normal force acting at point DD$.$

Part B

Determine the internal shear force acting at point DD$.$

Part C

Determine the internal moment acting at point DD$.$

Part D

Determine the internal normal force acting at point EE$.$

Part E

Determine the internal shear force acting at point EE$.$

Part F

Determine the internal moment acting at point EE$.$