Q.1 The beam shown in Figure Q.1 has a fixed support at A and a roller support at D with an internal hinge at C. (a) Dra

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Q.1 The beam shown in Figure Q.1 has a fixed support at A and a roller support at D with an internal hinge at C. (a) Dra

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Q 1 The Beam Shown In Figure Q 1 Has A Fixed Support At A And A Roller Support At D With An Internal Hinge At C A Dra 1
Q 1 The Beam Shown In Figure Q 1 Has A Fixed Support At A And A Roller Support At D With An Internal Hinge At C A Dra 1 (70.24 KiB) Viewed 53 times
Q 1 The Beam Shown In Figure Q 1 Has A Fixed Support At A And A Roller Support At D With An Internal Hinge At C A Dra 2
Q 1 The Beam Shown In Figure Q 1 Has A Fixed Support At A And A Roller Support At D With An Internal Hinge At C A Dra 2 (72.97 KiB) Viewed 53 times
Q 1 The Beam Shown In Figure Q 1 Has A Fixed Support At A And A Roller Support At D With An Internal Hinge At C A Dra 3
Q 1 The Beam Shown In Figure Q 1 Has A Fixed Support At A And A Roller Support At D With An Internal Hinge At C A Dra 3 (78.65 KiB) Viewed 53 times
Q.1 The beam shown in Figure Q.1 has a fixed support at A and a roller support at D with an internal hinge at C. (a) Draw the free body diagrams for the segments AB & BCDE. (2 marks) (b) Determine all the support reactions. (8 marks) (C) Draw the annotated shear force diagram for the beam. (7 marks) (d) Draw the annotated bending moment diagram for the beam. (6 marks) (e) Sketch the deflected shape for the beam. (2 marks) 15KN 15kN/m 10kNm A D Hinge 4m 2m 2m 3m K 米 米 >K > Figure 0.1
Q.1 The beam shown in Figure Q.1 has a fixed support at A and a roller support at D with an internal hinge at C. (a) Draw the free body diagrams for the segments AB & BCDE. (2 marks) (b) Determine all the support reactions. (8 marks) (c) Draw the annotated shear force diagram for the beam. (7 marks) (d) Draw the annotated bending moment diagram for the beam. (6 marks) (e) Sketch the deflected shape for the beam. (2 marks) 15kN 15kN/m V 10kNm А B D OOO Hinge 4m 2m 2m 3m K 米 >k > Figure 0.1
Fixed End Moments (FEMs) Loading Fixed-End Moments M PL 8 M, L/2 L/2 PL Mg + M Pab? MIT b My Pba? Mit Mg = + 1 / 2 w WL M = - 1 ml wa WZ? Loading Fixed-End Moment PL M |--1/2-in- Pab M. -- 223 (6+) M M 120 WL? M, va L 1
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