H.W.: A horizontal rigid bar AB is hinged at A and subjected to 80 kN load and 120 kN.m moment at C as shown. Two vertical rods BE (of Steel) and DF (of Copper) try to assist the rigid bar AB to carry the load. Determine the stress in each of the vertical rods and the downward deflection at point C. Use Esteel = 200 GN/m², Ecopper = 120 GN/m². Copper F A-850 mm² L=1m 3m D 3m 120 kN.m 80 KN + Steel E A-600 mm² L=1.5 m 2m B +

Structural Analysis
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ISBN:9781337630931
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Chapter2: Loads On Structures
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H.W.: A horizontal rigid bar AB
is hinged at A and subjected to
80 KN load and 120 kN.m
moment at C as shown. Two
vertical rods BE (of Steel) and
DF (of Copper) try to assist the
rigid bar AB to carry the load.
Determine the stress in each of
the vertical rods and the
downward deflection at point
C. Use Esteet = 200 GN/m², Ecopper = 120 GN/m².
Copper F
A-850 mm²
L=1m
3m
D
3 m
A-600 mm²
120 kN.m L=1.5 m
80 kN
*
Steel E
2m
Transcribed Image Text:H.W.: A horizontal rigid bar AB is hinged at A and subjected to 80 KN load and 120 kN.m moment at C as shown. Two vertical rods BE (of Steel) and DF (of Copper) try to assist the rigid bar AB to carry the load. Determine the stress in each of the vertical rods and the downward deflection at point C. Use Esteet = 200 GN/m², Ecopper = 120 GN/m². Copper F A-850 mm² L=1m 3m D 3 m A-600 mm² 120 kN.m L=1.5 m 80 kN * Steel E 2m
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