Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- ANSWERS SHOULD BE Answer Key 7) 0.96 MPa 8) 90.6 MPa 9) 2.7 MPaarrow_forwardConsider a circular beam 8 m long and 600 mm in diameter subjected to uniformly distributed load of 30 kN/m as shown in figure. 150 mm 2 m 30 kN/m 6 m B Direct shear stress developed at P will be 0.21 MPa. For analysis of point 'P' which is at AA' section, which of the following statements is/are correct? A Bending stress developed at P will be 4.24 MPa. C Maximum shear stress developed at P will be 4.26 MPa. OI D Maximum shear stress developed at P will be 2.13 MPa. 600 mmarrow_forwardA concentrated load of P = 29 kN is applied to the upper end of a 2-m-long pipe as shown. The outside diameter of the pipe is D = 330 mm and the inside diameter is d = 300 mm. Determine the magnitude of the maximum vertical shear stress in the pipe. B Ⓒ 3.24 MPa O 2.41 MPa O 2.80 MPa O 3.57 MPa O 3.90 MPa Oarrow_forward
- The beam is subjected to the load at its end. Take P=4.2 kN and V = 2 kN. (Figure 1) Figure 1 of 1 30 mm VV 60 mm 2m B The beam is subjected to the load at its end. Take P = 4.2 kN and V = 2 kN .Determine the maximum principal stress at point B.arrow_forwardA simply supported beam is subjected to twopoint loads, each P = 500 lb, as shown in the figure.The beam has a cross section of 6 X 12 in. Find thestate of plane stress at point C located 8 in. below thetop of the beam and 0.5 ft to the right of support A.Also find the principal stresses and the maximumshear stress at C.arrow_forward1. The bar has a cross-sectional area of 400*106 m². If it is subjected to a uniform axial distributed loading along its length and to two concentrated loads, determine the average normal stress in the bar as a function of x, for 0.5 m < x≤ 1.25 m. -X 0.5 m w = 8 kN/m -6 kN 0.75 m 3 kNarrow_forward
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