|5 kip 1-1. Determine the resultant internal normal force acting on the cross section through point A in each column. In (a), segment BC weighs 180 lb/ft and segment CD weighs 250 lb/ft. In (b), the column has a mass of 200 kg/m. |8 kN B 200 mm 6 kN| 200 mm |6 kN 10 ft 8 in. 3 m 8 in. 200 mm 200 mm L14.5 kN 3 kip 3 kip 4.5 kN|. 4 ft 4 ft 1 m (b)

|5 kip 1-1. Determine the resultant internal normal force acting on the cross section through point A in each column. In (a), segment BC weighs 180 lb/ft and segment CD weighs 250 lb/ft. In (b), the column has a mass of 200 kg/m. |8 kN B 200 mm 6 kN| 200 mm |6 kN 10 ft 8 in. 3 m 8 in. 200 mm 200 mm L14.5 kN 3 kip 3 kip 4.5 kN|. 4 ft 4 ft 1 m (b)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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