1.2 kip/ft 16 ft (a) Determine the reactions. 30 ft 2.1 kip/ft C (b) Show the end actions for members AB and BC 1.2 kip/ft B B 2.1 kip/ft C (c) Draw the shear and moment diagrams for members AB and BC. 1.2 kip/ft A B B 2.1 kip/ft C

If AC is a two-force member and the magnitude of the reaction at A is 4.63 kN, determine the magnitude of the shear force at a-a. a 4 m A 3.22 m C C 3 m B C

Pleas solve the following problem with step by step solutions so I can understand

Compute for the reactions of the given truss. Determine if the structure is determinate or indeterminate structure. Indicate whether tension or compression.