Using the method of joints, calculate the force in each member of tthe truss shown. State whether each member is in tension or compression. C 200 kN 30° В 60° 30° 6 m O Forces: AB=200 kN (C), AD=173.2 kN (T), BD=173.2 kN (C), BC=D100 kN (C), CD=173.2 kN (T) O Forces: AB=100 kN (T), AD=175.2 kN (C), BD=175.2 kN (T), BC=D200 kN (T), CD=175.2 kN (C) O Forces: AB=200 kN (T), AD=173.2 kN (C), BD=173.2 kN (T), BC=100 kN (T), CD3D173.2 kN (C) O Forces: AB=200 kN (C), AD=173.2 kN (C), BD=173.2 kN (C), BC=100 kN (C), CD=D173.2 kN (T) O Forces: AB=100 kN (C), AD=175.2 kN (T), BD=175.2 kN (C), BC-200 kN (C), CD=175.2 kN (T)

Using the method of joints, calculate the force in each member of tthe truss shown. State whether each member is in tension or compression. C 200 kN 30° В 60° 30° 6 m O Forces: AB=200 kN (C), AD=173.2 kN (T), BD=173.2 kN (C), BC=D100 kN (C), CD=173.2 kN (T) O Forces: AB=100 kN (T), AD=175.2 kN (C), BD=175.2 kN (T), BC=D200 kN (T), CD=175.2 kN (C) O Forces: AB=200 kN (T), AD=173.2 kN (C), BD=173.2 kN (T), BC=100 kN (T), CD3D173.2 kN (C) O Forces: AB=200 kN (C), AD=173.2 kN (C), BD=173.2 kN (C), BC=100 kN (C), CD=D173.2 kN (T) O Forces: AB=100 kN (C), AD=175.2 kN (T), BD=175.2 kN (C), BC-200 kN (C), CD=175.2 kN (T)

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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