Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The cross-sectional area of bar ABCD is 500 mm^2 . Determine the stress in segment BC
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- The state of stress at a point is shown on the element. Enter your answers numerically separated by commas. ΥΠ ΑΣφ vec max min = ksi Submit Request Answer Figure Part B Determine the absolute maximum shear stress. ΑΣφ ve 2.5 ksi ksi Fabs mar= 4 ksi Submit Request Answer 5 ksi Provide Feedback 圓arrow_forwardIn the following structure, determine the stress in each bar. Indicate whether the stress is tensile or compressive. The area of each bar is indicated in this figure. Answ. AB = 8.33 ksi (C), BC = 8.33 ksi (C), DE = 25 ksi (T), AD = 16.6667 ksi (T), BE = 8.33 ksi (T), AE = 27.77 ksi (C)¸ CE = 10.41667 ksi (T).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_forward
- Please use Mohr's Circle.arrow_forwardThe state of stress at a point in a member is shown on the element. Determine the principal normal stresses and their orientation and the maximum in-plane shear stress and their orientation. Draw Mohr’'s circle and Show results on properly oriented elements. -60 30 -50 40 -40 T-30 30 30 -20 40 30 -10 -60 -50 -40 -30 -20 -10 30 40 50 10 20 бо 10 20 30 40 50 60arrow_forwardCalculate the design moment strength Mu for the following section. Take f'c = 40 MPa. Sketch the strain and stress distribution diagrams for each section and try to work out your solutions using equilibrium conditions. Yield stress for N bars is 500 MPa. 75 700 60 1500 T 4N28 450arrow_forward
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