A simply supported beam with width ‘b' and depth ‘d’ carries a central load W and undergoes deflection δ at the centre. If the width and depth are interchanged, the deflection at the centre of the beam would attain the value
For a simply supported beam deflection, δ is given by,
∴
Let δ_{1} be the deflection when the width and depth are interchanged,
∴
∴
Two identical cantileversare loaded as shown in figure. If slope at the free end of the cantilever in figure (a) is θ, the slope at the free end of the cantilever in figure (b) will be.
Slope in figure (a) is given by,
Where
∴
Slope in figure (b) is
∴ θ_{b} = θ
The given figure shows a cantilever of span L subjected to a concentrated load P and moment M at the free end. Deflection at the free end is given by
Deflection due to concentrated load acting at the end of cantilever= Pl^{3}/3EI
Deflection due to moment acting at the end of cantilever= Ml^{2}/2EI
Therefore, from principle of superposition, the deflection due to both moment and concentrated load acting at the end of cantilever will be Pl^{3}/3EI + Ml^{2}/2EI
An overhang beam of uniform El is loaded as shown
The deflection at the free end will be
The reaction R_{B} at B is, ∑M_{C} = 0
⇒
∴
∴ Total strain energy
So by Castigliano’s theorem, deflection at free end,
A horizontal beam of length l of uniform crosssection is pinned at ends A and B. At end A there is an anticlockwise moment M and at end B there is clockwise moment 2M. The slope at end A and end B are respectively.
A cantilever beam of length ‘l’ carries a UDL ‘w’ from fixed end till mid span. The deflection at the free end is given by
The slope at mid span
∴ Deflection at free end,
A cantilever beam of length ’L’ is subjected to a concentrated load P at free end what is the deflection at the centre of beam?
Using Maxwell’s reciprocal theorem,
Deflection at C when load is applied at B = Deflection at B when load is applied at C
A 4metre long beam, simply supported at its ends; carries a point load 'W at its centre. If the slope at the ends of beam is 1° then deflection at the centre of beam is
Deflection at centre of beam
Slope at ends of beam
A simply supported beam AB of span ‘l’ has a uniform crosssection throughout. It carries a central concentrated load W and another load which is uniformly distributed over the entire span, its total magnitude being W. The maximum deflection in the beam is
Maximum deflection will occur at centre
A cantilever beam of span ‘l’ and uniform flexural rigidity ‘EI’ is loaded with an upward force ‘W’ at the mid point and downward force ‘P’ at the free end. The deflection at the free end will be zero if
Upward deflection at B due to load W,
Downward deflection at S due to load P,
For no deflection at B,
⇒ W = 16P/5
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