
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Analyze all loaded structures below using the consistent deformation method. Before commencing with the calculations, identify first the respective degree of indeterminacy.
Then draw the shear and moment diagram.

Transcribed Image Text:20 kN
20 kN
15 kN
4
5
AE = 60,000 kN
All blue members are 4m each
1
2
Loaded truss
This is not a joint. It is a by-pass.
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- For the stressed elements allocated to you, find the values and sketch the orientations:a) Maximum shear stress and the relative angle at which it occursb) Principle normal stresses and the relative angle at which they occurc) The stresses at a 40° rotation from the initial element orientationusing BOTH transformation equations AND Mohr’s circle.arrow_forwardConsider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. If o = 25 MPa in the direction shown, determine the principal stresses at the point. 28 MPa 16 MPa O 39.2 MPa and -30.2 MPa O 31.6 MPa and -35.8 MPa 54.1 MPa and -41.3 MPa 35.8 MPa and -27.4 MPa O 27.7 MPa and -39.0 MPa Save for Later eTextbook and Media Attempts: 1 of 3 used Submit Answerarrow_forwardShafts A and B are made of the same material and have the same cross-sectional area, but A has a circular cross section and B has a square cross section. Determine the ratio of the maximum shearing stresses occurring in A and B (i.e., TA), respectively, when the two shafts are subjected to the same torque (TA= TB). Assume both deformations to be elastic. Refer to Table 3.1. 92 TA TB The ratio of the maximum shearing stresses occurring in A and B is 1.356arrow_forward
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