S = -20 yy y = 30 ху y S = 50 %3D XX

From 3 forces, 2 bending moments and 1 toque acting on B, which ones are non zero, and the direction they are acting. Then indicate if they make shear or normal stress Draw 3-d stress state cust above plane a

Explain properly and also show the plotted variation, last answer was not showing anything at all

Using same question find the principal stress using mohrs circle

Compute the tensile stress for the rod shown in Fig. 1 at section A-A, the shearing stress across section B, the compressive stress between the pin and the rod, and the compressive stress between the pin and the yoke. Given n = 1 (3 / 4) in., a = (15 / 32) in., e = (27 / 32) in., b = (15 / 16) in., d = (19 / 32) in., f = 1".

For the stress state: Oz = 30 ksi, oy = 40 ksi, Try = -10 ksi a. Find the principal stresses and draw the stress element in the principal orientation. b. Find the maximum in plane shear stress and draw the stress element in the maximum in plane shear orientation.

We need the principal stresses, maximum in-plane shear stress, Op and Os for the given plane stress state. Add a sketch of the rotated elements (for principal stress and max in-plane shear) that has the angle of rotation and the relevant stresses. 5kPa 1kPa 3kPa

Solve parts (a) to (c) using transformation equations only (not Mohr's circle), and show the complete state of stress with the appropriate stress element properly oriented relative to the given xy coordinate system. Given the state of plane stress shown, (a) determine the state of stress for an element oriented 20° clockwise relative to the given xy coordinate system. (b) determine the state of stress for the element containing the principal stresses. (c) determine the state of stress for the element containing the maximum in- plane shear stresses. (d) determine the state of stress for the element containing the maximum shear stresses. (e) draw Mohr's circle indicating the states of stress and angular orientation found in parts (a) to (c). - 8 MPa 40 MPa 12 MPa x

Solve it completely and correctly please. I will rate with 4votes. I need complete solution.

For the stresses given with the cube below: 1. Compute the center, radius (R), principal normal stresses (0₁ and 03), max shear stress (Tmax) and draw the Mohr's Circle. 2. Compute the normal and shear stresses when the cube is rotated 20° clockwise from the horizontal plane and draw them on the cube. 3. The yield point stress (σyp) is 6 kPa. Determine if the material will fail under stresses shown using Tresca's Hexagon. вкра акра 6 экра 8 кра экра 4кра