10 m/s E=200 GPa E,=105 GPa MWWW 50 kg Steel 15 mm-diaBrass k=25 kN/mm 1.5m 1.5m 0.5m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the Maximum Deflection Caused by the Impact of 50 kg mass.
24.61 mm
44.17 mm
23.39 mm
29.80 mm
Transcribed Image Text:Determine the Maximum Deflection Caused by the Impact of 50 kg mass. 24.61 mm 44.17 mm 23.39 mm 29.80 mm
Situation 39, 40
10 m/s
E,-200 GPa
E,=105 GPa
Mwwww
50 kg
Steel 15 mm-diaBrass
k=25 KN/mm
1.5m
1.5m
0.5m
O Zoom image
Determine the stiffness of Spring, Steel and Brass assembly as shown.
8256.25 N/mm
9141.75 N/mm
2563.23 N/mm
5632.20 N/mm
Transcribed Image Text:Situation 39, 40 10 m/s E,-200 GPa E,=105 GPa Mwwww 50 kg Steel 15 mm-diaBrass k=25 KN/mm 1.5m 1.5m 0.5m O Zoom image Determine the stiffness of Spring, Steel and Brass assembly as shown. 8256.25 N/mm 9141.75 N/mm 2563.23 N/mm 5632.20 N/mm
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