5 k 1.5 k/ft C 3 ft 3 ft Determine the maximum deflection in the beam shown above, subjected to a concentrated load of 5 kips and a uniformly distributed load of 1.5 klf. Let E = 29,000 ksi and I = 25 in.

W A L Test beam Strain gauge (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 b Strain gauge 3 Strain gauge 2 B (b) Location of Huggenberger strain gauges a Referring to the above figure, calculate the location of the centroid, the second moments and product of area for the cross-section if; • D = 67 mm B = 41 mm t = 2.41 mm. From these, calculate the position and orientation of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis). Also calculate the directions of the principal second moments of area. Next, graph as scale diagram of the cross-section and plot the neutral axis on that diagram in the correct location and indicate the direction of deflection for the same conditions

Identify the equation for the deflection at point C.

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Problem: For the beam and loading shown, determine (a) the equation of the elastic curve, and (b) the deflection midway between the supports. Assume that EI is constant for the beam. You can use any method for the beam deflection computation. w(x) = w,x/L³ Wo %3D A B

choose the correct answer

Q.1:Answer only one from a & b: a: At a certain point in a stressed body, the stresses are o, 400 MPa, oy -300 MPa, Txy = 200 MPa and Tx200 MPa. Determine the normal and shearing stresses on the planes with normals are at 25° and 115° clock wise with the X- axis. Show the results on Mohr's circle and complete sketche of defferential element.

solve the fixed-end moment of the beam shown below using CONJUGATE METHOD. show the step by step solution/ derivation

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