Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 8. The cross section of the machine part is a square, 5 mm on a side. If the maximum stress at section m-n is limited to 150 MPa, determine the largest allowable value of the eccentricity e. 250 N 250 Narrow_forwardA bar of a uniform cross-section is rigidly fixed at one end and loaded by an off-centre tensile point load F = 1.5 kN at the other end, see Fig. Q1a. The Figure Q1b presents the view of the beam from the free end where the point of application of the load F is indicated as A. The allowable stress [0]=234 MPa The geometrical parameters are given as follow h 18 mm, b=37 mm N y b Figure Q1a Figure Q1b h F Xarrow_forward3. For the given state of stress, determine the principal planes, the principal stresses, the max shear stress. You must use Mohr's Circle. 20 MPa 32 MPa 55 MPaarrow_forward
- A 180-mm length of 30 x 40 mm solid rectangular bar is loaded as shown in the diagram. The right end of the tube is fixed to a rigid frame while the left end is free. (a) Draw the stress element for point B at the top center of the bar (right end) and label the stress vectors acting on the element, including the stress magnitudes. (b) Draw the stress element for point C at the middle of the front face of the bar (right end) and label the stress vectors acting on the element, including stress magnitudesarrow_forwardA high-strength steel [E = 188 GPa] tube having an outside diameter of 67 mm and a wall thickness of 4.1 mm is bent into a circular curve having a 42-m radius of curvature. Determine the maximum magnitude of the bending stress max developed in the tube. Answer: Omax = i MPa.arrow_forwardIf the block is subjected to the centrally applied force of 600kN, determine the average normal stress in the material. Show the stress acting on a differential volume element of the materialarrow_forward
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