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Question2 A steel beam is designed to carry 2 umiform distributed loads which is shown in Figure e. Apply singularity functio
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Sol! 8 t m = 190KN. 75 kNǐn 122 68 爪 Bending moment euaianecia x-x Wnd i 75く叹一0.5> 2ou Integrattm t dy 2 5 2. 21 6 24 夕9 2.5ET Point E 2 5$125-75.249 ニ 40-124. EI. (maximum) . At point AZ B,丬 o. 12. 一40.129 x10 print-E, At- 12 40121 XID ラエう 400124

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Question2 A steel beam is designed to carry 2 umiform distributed loads which is shown in Figure e. Apply singularity function method and refer to the properties of the rolled-steed -W shape prov...
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