6.16.2 Example 9 - checking an overhanging beam The overhanging beam shown in Figure 6.34a is prevented from twisting and deflecting laterally at its end and supports. The supported segment is a 250 x 150 x 10 RHS of S275 steel and is rigidly connected to the overhanging segment which is a 254 x 146 UB 37 of S275 steel. Determine the maximum design load Q that can be applied at the end of the UB. Lateral deflection and twist prevented at end and at supports 254x146 UB 37 250×150×10 RHS 7.0m 14.0m CIC mo (a) Overhanging beam Lateral deflection and twist prevented at supports and load points QkN 1.5 QkN 4.0m 6,0m (b) Braced beam 8.0m 5QkNm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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6.16.2 Example 9 - checking an overhanging beam
The overhanging beam shown in Figure 6.34a is prevented from twisting and
deflecting laterally at its end and supports. The supported segment is a 250 x
150 x 10 RHS of S275 steel and is rigidly connected to the overhanging segment
which is a 254 x 146 UB 37 of S275 steel. Determine the maximum design load
Q that can be applied at the end of the UB.
Lateral deflection and twist
prevented at end and at supports
254 X146 UB 37 250×150x10 RHS
7.0m
14.0m
CIC
mo
(a) Overhanging beam
Lateral deflection and twist
prevented at supports and load points
QkN
1.5 QkN
4.0m
6,0m
(b) Braced beam
8.0m
5QkNm
Transcribed Image Text:6.16.2 Example 9 - checking an overhanging beam The overhanging beam shown in Figure 6.34a is prevented from twisting and deflecting laterally at its end and supports. The supported segment is a 250 x 150 x 10 RHS of S275 steel and is rigidly connected to the overhanging segment which is a 254 x 146 UB 37 of S275 steel. Determine the maximum design load Q that can be applied at the end of the UB. Lateral deflection and twist prevented at end and at supports 254 X146 UB 37 250×150x10 RHS 7.0m 14.0m CIC mo (a) Overhanging beam Lateral deflection and twist prevented at supports and load points QkN 1.5 QkN 4.0m 6,0m (b) Braced beam 8.0m 5QkNm
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