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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer the following question in the picture make sure to draw a free-body diagram and show every step you make, THANK YOU SO MUCH FOR YOUR HELP!

Transcribed Image Text: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
3 kip
4 ft
8 in.
4 ft
(a)
5 kip
B
8 in.
3 kip
A
200 mm
6 kN
200 mm
4.5 kNL
A
18 kN
200 mm
5 kN
E
200 mm
4.5 kN
D
3m
(b)
1m
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