Analysis generated using https://www.calcforge.
com
Beam Analysis
May 20, 2025, 3:37 p.m.
Beam details
This beam is 41m in length, with a second moment of area of 473cm 4 and a
Young's Modulus of 210GPa. No self-weight is applied to the beam.
Both ends of the beam are fixed in position
Pin joints support the bea and are positioned at: 4m, 10m, 16m, 21m, 27m, 32m,
37m,
Point loads are applied to the beam at the positions: 35.0kN at 4m, 20.0kN at 10m,
25.0kN at 19m, 40.0kN at 24m, 40.0kN at 32m,
Varying Distributed Loads are applied to the beam at the following positions:
10.0-10.0kN/m from 1.5m to 4m, 22.0-0.0kN/m from 6m to 10m, 12.0-30.0kN/m
from 10m to 16m, 15.0-15.0kN/m from 21m to 24m, 0.0-20.0kN/m from 27m to
29.5m, 15.0-15.0kN/m from 33.5m to 37m, 40.0-0.0kN/m from 37m to 41m,
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          Analysis generated using https://www.calcforge.com
Beam force diagrams:
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   Analysis generated using https://www.calcforge.com
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                Analysis generated using https://www.calcforge.com
Beam forces summary
                     Max predicted Min predicted
Bending moment 56.1kNm                 -55.1kNm
Shear force          56.6kN            -69.4kN
Deflection           58mm              -144mm
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                                     Engineer.                                    4