Question 6 (i) Give a statement of the definition of the principle of superposition and state the three assumptions on which it rests By first separating the given load case into simple load cases and drawing free body diagrams of each simple load case, use the principle of superposition and the values deflection (in millimetres) shown in the table of principle slopes and deflection as the end of this paper to determine the deflection at the centre of the overhanging beam shown in Figure Q6(ii) . The second moment of area of the beam cross-section and stiffness of the beam are given as 700 x 10-7 m* and 210 GPa, respectively. 5 kN (ii) 10 kN 5 kN 750 mm 1100 mm 1500 mm Figure 06(i) Overhanging Beam

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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Question 6
(i)
Give a statement of the definition of the principle of superposition and state the three
assumptions on which it rests
By first separating the given load case into simple load cases and drawing free body
diagrams of each simple load case, use the principle of superposition and the values
deflection (in millimetres) shown in the table of principle slopes and deflection as the end
of this paper to determine the deflection at the centre of the overhanging beam shown in
Figure Q6(ii)
the beam are given as 700 × 10-7 mª and 210 GPa, respectively.
5 kN
(ii)
. The second moment of area of the beam cross-section and stiffness of
5 kN
10 kN
750 mm
A
1100 mm
1500 mm
Figure Q6(ii)
Overhanging Beam
Transcribed Image Text:Question 6 (i) Give a statement of the definition of the principle of superposition and state the three assumptions on which it rests By first separating the given load case into simple load cases and drawing free body diagrams of each simple load case, use the principle of superposition and the values deflection (in millimetres) shown in the table of principle slopes and deflection as the end of this paper to determine the deflection at the centre of the overhanging beam shown in Figure Q6(ii) the beam are given as 700 × 10-7 mª and 210 GPa, respectively. 5 kN (ii) . The second moment of area of the beam cross-section and stiffness of 5 kN 10 kN 750 mm A 1100 mm 1500 mm Figure Q6(ii) Overhanging Beam
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