Draw the shearing-force and bending-moment diagrams for the following beams: A cantilever of length 20 m carrying a load of 10 kN at a distance of 15 m from the supported end. A cantilever of length 20 m carrying a load of 10 kN uniformly distributed over the inner 15 m of its length. A cantilever of length 12 m carrying a load of 8 kN, applied 5 m from the supported end, and a load of 2kN/m over its whole length.

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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7.9
Draw the shearing-force and bending-moment diagrams for the following beams:
A cantilever of length 20 m carrying a load of 10 kN at a distance of 15 m from the
supported end.
A cantilever of length 20 m carrying a load of 10 kN uniformly distributed over the
inner 15 m of its length.
A cantilever of length 12 m carrying a load of 8 kN, applied 5 m from the supported
end, and a load of 2kN/m over its whole length.
A beam, 20 m span, simply-supported at each end and carrying a vertical load of 20
kN at a distance 5 m from one support.
A beam, 16 m span, simply-supported at each end and carrying a vertical load of 2.5
kN at a distance of 4 m from one support and the beam itself weighing 500 N per
(i)
(ii)
(iii)
(iv)
(v)
metre.
Transcribed Image Text:7.9 Draw the shearing-force and bending-moment diagrams for the following beams: A cantilever of length 20 m carrying a load of 10 kN at a distance of 15 m from the supported end. A cantilever of length 20 m carrying a load of 10 kN uniformly distributed over the inner 15 m of its length. A cantilever of length 12 m carrying a load of 8 kN, applied 5 m from the supported end, and a load of 2kN/m over its whole length. A beam, 20 m span, simply-supported at each end and carrying a vertical load of 20 kN at a distance 5 m from one support. A beam, 16 m span, simply-supported at each end and carrying a vertical load of 2.5 kN at a distance of 4 m from one support and the beam itself weighing 500 N per (i) (ii) (iii) (iv) (v) metre.
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