Short problem: 1.1 Without doing any calculation, sketch the parabolic shear stress distribution for a positive shear force V acting on a T-shaped section, identifying approximately the location of the maximum shear stress.

Problem 1 200 MPa Use Mohr's circle to find (1) The principal stresses (2) Sketch the stress element for principal stresses (3) The maximum in-plane shear stress (4) Sketch the stress element for maximum in-plane shear stress (5) If rotate to AB plane as shown, what is the stresses on the rotated axis? (6) Sketch the stress element for the newly rotated axis 489 160 MPa 120 MPa

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please solve the problem in the picture, final  answer is 233KN/m

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For the stress block shown in the figure below. Determine the following by drawing Mohr’s circle.                                       i. The magnitude of major and minor principle stresses  ii. The stresses that are working on the plane AB  Assume compressive stress and clockwise moment as positive while drawing Mohr’s circle of stresses.

Q .A beam has a force of 25kN through the shear centre. For the system: a) determine the second moment of area about the x - x plane and b) determine the shear stress distribution along the y - y plane for positions A to F, c) plot the shear stress distribution on a suitable graph, labelling the principal values cross-section as shown in Figure Q. The beam is subjected to a vertical shearing Centre of Gravity X y 30 mm 180 mm y A B -C.-. -E- 10mm x 5mm Figure Q: Beam cross-section 30 mm 10 mm

Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4

Using the MOHR circle, find the normal stress and shear stress on the shaded plane on the screen.

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