Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Q3
A compound beam consists of a standard I section 402 mm deep and 181 mm wide with a steel plate
200 x 25 mm deep welded to each flange. Given that the beam is simply supported over a length of 7
m, Ixx for the standard I section alone is 210.12 x 10°mm* and the maximum allowable bending stress
is given in the table below, then:
Allowable value of bending stress
| 350 N/mm?
(i)
Sketch the cross section and calculate the second moment of area (Ixx) for the
compound section.
(ii)
Calculate the maximum uniformly distributed load (UDL) the beam can carry if the
flange plates extend over the whole 7 m span.
(iii)
Calculate the minimum central length over which the additional flange plates are
required.
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Transcribed Image Text:Q3 A compound beam consists of a standard I section 402 mm deep and 181 mm wide with a steel plate 200 x 25 mm deep welded to each flange. Given that the beam is simply supported over a length of 7 m, Ixx for the standard I section alone is 210.12 x 10°mm* and the maximum allowable bending stress is given in the table below, then: Allowable value of bending stress | 350 N/mm? (i) Sketch the cross section and calculate the second moment of area (Ixx) for the compound section. (ii) Calculate the maximum uniformly distributed load (UDL) the beam can carry if the flange plates extend over the whole 7 m span. (iii) Calculate the minimum central length over which the additional flange plates are required.
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