Q3: Consider a two degree of freedom bar elements as shown in figure. Using finite element method to formulate the equilibrium equation of it. If the cross sectional area is 10 mm and E=100 GN/m². 20KN - 30KN PISKN - 300 +600 * 350 All Dimension in num

Q3: Consider a two degree of freedom bar elements as shown in figure. Using finite element method to formulate the equilibrium equation of it. If the cross sectional area is 10 mm and E=100 GN/m². 20KN - 30KN PISKN - 300 +600 * 350 All Dimension in num

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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Q3: Consider a two degree of freedom bar elements as shown in figure. Using finite
element method to formulate the equilibrium equation of it. If the cross sectional area
is 10 mm² and E=100 GN/m².
| 20KN
– 30KN
ISKN
- 300
-600–+ 350
All Dimension in mm

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