The beam in Fig 5-1. is used to support a dead load "self weight of 0.8 kN/m, a live load 4 kN/m, and concentrated live load of 20 kN/m 1- Draw the influnce for Shear at C (ve) [use Muller pareslau's method, 2- Determine (a) the maximum negative shear at c. Assume Band D are hings and E is an interal hinge,

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A: Shear force of the given section at point A is the total area pf loading applied up to that section.

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