Determine the vertical deflection at joint C. (E=73GPa) using any method Q:2500 mm²A#B500 mm²0-6mсD1000 mm1.5m2P= 40 kNE40.8m

Taking the moment about point A : ΣMA=0Bx×0.8=40×2.1Bx=840.8=105 kN From the horizontal equilibrium…

Answered: Q:2 500 mm2 A 事 500 mm2 0-6m 1000 mm…

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Q:2 500 mm2 A 事 500 mm2 0-6m 1000 mm 1.5m 2 P= 40 kN E 40.8m

Elements Of Electromagnetics

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ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Concept explainers

Free undamped vibrations

Whenever an object/system displaces in either side of its equilibrium position with the help of an external/internal means, then the object/system moves regularly or randomly on both sides of its equilibrium position. This motion is called vibration. Generally, there are three types of vibration: longitudinal vibration, transverse vibration, and torsional vibration.

Question

Determine the vertical deflection at joint C. (E=73GPa) using any method

Q:2
500 mm²
A
#
B
500 mm²
0-6m
с
D
1000 mm
1.5m
2
P= 40 kN
E
40.8m

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Step 2: Calculation of forces in each member of trusses:

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Step 3: Calculation of load in the member due to unit load at C

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