-(e) For given triangular section derive the variation of shear stress due to transverse shear force V. Calculate maximum shear stress & shear stress at Neutral axis. b

The force P=25 kN is applied to the bracket as shown in the figure. Compute the normal stresses developed at points A and B. A Answer B 1000 mm 100 mm 17.5° P A = 8000 mm² I= 50 x 106 mm4 NA. T 100 mm 77 200 mm

A beam is subjected to equal bending moments of M₂ = 3300 N-m. The cross-sectional dimensions are b = 190 mm, c = 26 mm, d = 75 mm, and t = 5 mm. Determine: (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M₂ N y| M₂ (typ) Z- b H K d

can someone help?