Given that :
Load applied ‘P’= 4000 × 9.8 = 39.2 kN
σx = 39.2/(2 × 10 – 2)2 = 98MN/m2

Steps to draw Mohr’s circle.
Step1: Take origin ‘O’ and draw a horizontal line OX.
Step2: Cut off OA equal to σx by taking scale 1 mm = 1MN/m2

Step 3: Bisect OA at C
Step 4: With C as center and radius CA draw a circle.
Step 5: At C draw a line CP at an angle 2θ with OX meeting the circle. At P (θ is angle made by oblique plane with minor principle stress, here zero).
Step 6: Through P draw perpendicular to OX, it intersect OX at Q, join OP. Measure OQ, PQ and OQ as σ, τ and σr. respectively. Therefore;
Normal stress on the plane σ = OQ = 73.5 × 1 = 73.5MN/m2
Tangential or shear stress on the plane τ = PQ = 43 × 1 = 43 MN/m2
And Resultant stress σr = OP = 85 × 1 = 85 MN/m2.