6.13 A 500 mm × 175 mm steel beam of length 8 m is supported at the left-hand end and at a point 1.6 m from the right-hand end. The beam carries a uniformly distributed load of 12 kN/m on its whole length, an additional uniformiy distributed load of 18 kN/m on the length between the supports and a point load of 30 kN at the right-hand end. Determine the slope and deflection of the beam at the section midway between the supports and also at the right-hand end. El for the beam is 1.5 × 108 Nm². [1.13 × 10 4, 3.29 mm, 9.7 × 10-4, 1.71 mm]

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Chapter10: Plate Girders
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Problem 10.7.9P
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6.13 A 500 mm × 175 mm steel beam of length 8 m is supported at the left-hand end
and at a point 1.6 m from the right-hand end. The beam carries a uniformly distributed
load of 12 kN/m on its whole length, an additional uniformiy distributed load of 18
kN/m on the length between the supports and a point load of 30 kN at the right-hand
end. Determine the slope and deflection of the beam at the section midway between
the supports and also at the right-hand end. El for the beam is 1.5 × 108 Nm².
[1.13 × 10 4, 3.29 mm, 9.7 × 10-4, 1.71 mm]
Transcribed Image Text:6.13 A 500 mm × 175 mm steel beam of length 8 m is supported at the left-hand end and at a point 1.6 m from the right-hand end. The beam carries a uniformly distributed load of 12 kN/m on its whole length, an additional uniformiy distributed load of 18 kN/m on the length between the supports and a point load of 30 kN at the right-hand end. Determine the slope and deflection of the beam at the section midway between the supports and also at the right-hand end. El for the beam is 1.5 × 108 Nm². [1.13 × 10 4, 3.29 mm, 9.7 × 10-4, 1.71 mm]
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