Q2. A simply-supported beam "ABCD" is shown as below, where "A" is a pinned support, "D" is a roller suppport. Lbc = 4.4

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Q2 A Simply Supported Beam Abcd Is Shown As Below Where A Is A Pinned Support D Is A Roller Suppport Lbc 4 4 1 (14.34 KiB) Viewed 30 times

Q2 A Simply Supported Beam Abcd Is Shown As Below Where A Is A Pinned Support D Is A Roller Suppport Lbc 4 4 2 (58.34 KiB) Viewed 30 times

Q2. A simply-supported beam "ABCD" is shown as below, where "A" is a pinned support, "D" is a roller suppport. Lbc = 4.4 and The uniformly distributed load (UDL) q=3.5 is applied through the whole beam span, concentrate forces P1 and P2 are acting at B, C point.
A P1=20KN 1.5m q LBC 150 20 ÏI 12 300 150 P2=10kN Fig. 2a. Beam "ABCD" (for Q2) 20 C * 1m Fig. 2b Beam section for "ABCD" (unit: mm) D please (1) Draw shear force diagram and bending moment diagram for this beam (12 Marks) (2) If the beam section is shown in Fig. 2b, please calculate Ix-x (the second moment of inertia area) for the section (6 Marks) (3) Please calculate the maximum tensile stress and maximum compressive stress for this beam and indicate the location of the maximum stress points (8 marks) (4) Please calculate the maximum shear stress on the beam and indicate the location of the maximum stress point (8 marks)