(a) A beam ABCD shown in Fig. Q1(a) is subjected to combined loads of a uniformly...

 

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(a) A beam ABCD shown in Fig. Q1(a) is subjected to combined loads of a uniformly distributed load q of 4 kN/m over region AB and a specific bending moment Mo of 2 kNm at Section C. It has a rectangular cross section of 70 mm wide and 80 mm deep with a Young's modulus of 69 GPa. A (i) Construct shear force and bending moment diagrams of the beam with principal values and [10 marks] (ii) determine the maximum deflection using the Macaulay function method. [5 marks] q 2 m- B Mo C -2m2 m X Fig. Q1(a) (a) A beam ABCD shown in Fig. Q1(a) is subjected to combined loads of a uniformly distributed load q of 4 kN/m over region AB and a specific bending moment Mo of 2 kNm at Section C. It has a rectangular cross section of 70 mm wide and 80 mm deep with a Young's modulus of 69 GPa. A (i) Construct shear force and bending moment diagrams of the beam with principal values and [10 marks] (ii) determine the maximum deflection using the Macaulay function method. [5 marks] q 2 m- B Mo C -2m2 m X Fig. Q1(a)

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Sor 4 kNm A B RA 2m KOK Ro 2m Shear force 2KNM EMD0 RORD ... View the full answer