Refer to figure CD and DE of the gable frame shown are subjected only to vertical loads only along their lengths.
Compute the maximum shear at CD (kN)
Extracted text: From figure below, CD and DE of the gable frame shown are subjected to vertical loads only along their lengths. Given: DL = 5.0 kN/m C1,C2,C3,C4 = 0 %3D LL = 3.5 kN/m H1 = 3m %3D %3D P = 0 H2 = 6m L1 L2 = 4m C2 Ca H1 Ha Ca