X N/m A В -Y m Z m Figure Q2(a) Table 02(a): Parameter Student with EVEN last digits of matric number (AD20xxxZ) Z = 0,2,4,6,8 Parameter 1200 N/m 1.2 m X Y 0.8 m Q2 (a) The uniformly loaded beam ABC has simple supports at A and B and an overhang BC (see Figure Q2(a)). Values X, Y and Z are given in Table Q2 (a). (i) Determine the support reaction of the beam. (ii) Draw the shear diagram and determine the point on the beam where the zero shear occurs. (iii) Draw the moment diagram and determine the points where the zero moment occurs.

X N/m A В -Y m Z m Figure Q2(a) Table 02(a): Parameter Student with EVEN last digits of matric number (AD20xxxZ) Z = 0,2,4,6,8 Parameter 1200 N/m 1.2 m X Y 0.8 m Q2 (a) The uniformly loaded beam ABC has simple supports at A and B and an overhang BC (see Figure Q2(a)). Values X, Y and Z are given in Table Q2 (a). (i) Determine the support reaction of the beam. (ii) Draw the shear diagram and determine the point on the beam where the zero shear occurs. (iii) Draw the moment diagram and determine the points where the zero moment occurs.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.3.6P: A cantilever beam of a length L and loaded by a uniform load of intensity q has a fixed support at A...

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