F t 2 m B + 4- 10 kN/m ¶ FIGURE Q3(c) 2 m C (c) A cantilever beam with the length of 4 m is shown in Figure Q3(c). In t

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F t 2 m B + 4- 10 kN/m ¶ FIGURE Q3(c) 2 m C (c) A cantilever beam with the length of 4 m is shown in Figure Q3(c). In t

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F T 2 M B 4 10 Kn M Figure Q3 C 2 M C C A Cantilever Beam With The Length Of 4 M Is Shown In Figure Q3 C In T 1
F T 2 M B 4 10 Kn M Figure Q3 C 2 M C C A Cantilever Beam With The Length Of 4 M Is Shown In Figure Q3 C In T 1 (358.75 KiB) Viewed 28 times
F T 2 M B 4 10 Kn M Figure Q3 C 2 M C C A Cantilever Beam With The Length Of 4 M Is Shown In Figure Q3 C In T 2
F T 2 M B 4 10 Kn M Figure Q3 C 2 M C C A Cantilever Beam With The Length Of 4 M Is Shown In Figure Q3 C In T 2 (81.65 KiB) Viewed 28 times
F t 2 m B + 4- 10 kN/m ¶ FIGURE Q3(c) 2 m C
(c) A cantilever beam with the length of 4 m is shown in Figure Q3(c). In this beam, a uniform distributed load of 10 kN/m in the length of BC is applied. Use the moment- area theorem to determine the slope at point B. Take EI as constant. (7 marks)
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