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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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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