1-10. Determine the resultant internal normal force acting on the cross section at 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. 10 ft 4 ft 8 in. 4 ft 5 kip 3 kip 3 kip C (a) B 8 in. A 200 mm 6 kN 200 mm 4.5 KN A 18 kN 200 mm D 3m 200 mm 4.5 kN (b) 1m

1-10. Determine the resultant internal normal force acting on the cross section at 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. 10 ft 4 ft 8 in. 4 ft 5 kip 3 kip 3 kip C (a) B 8 in. A 200 mm 6 kN 200 mm 4.5 KN A 18 kN 200 mm D 3m 200 mm 4.5 kN (b) 1m

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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