Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Explain how agency benefits of a transportation project is estimated? Use a toll highway project to outline your proposed method.arrow_forwardProblem 6 Two cables of the same gauge are attached to a transmission tower at B. Because the tower is slender, the horizontal component of the resultant of the forces exerted by the cables at B is to be zero. Knowing that the mass per unit length of the cables is 0.4 kg/m, determine (a) the required sag h, (b) the maximum tension in each cable. -90 m- A h B 60 m → 3 m Figure Problem 6 сarrow_forwardQuestion 2 For the singly-symmetrical, open-section, thin-walled structure shown in the Figure Q2, (a) Calculate the second and product moment of area, Ix and Iy. X-axis is horizontal. (b) Assuming a vertical shear force Sy acting through the shear centre (S) for the thin- walled structure, calculate the distance (}) of the shear centre from the wall 3-4. 2 mm 25 mm 15 mm 2 mm 30 mm 2 mm 60 mm Figure Q2arrow_forward
- Given the following, Determine the reactions for the beamarrow_forwardSITUATION. Consider the figure shown below, neglect the self-weight of members AB and BC. 2.0 m E B +0.9 m-0.9 m- W=5.4 KN → Zoom image Determine the vertical reaction at C. ic 0.8 m 0.4 marrow_forwardFor a certain arrangement of two bars carrying only axial forces, the equilibrium and compatibility equations are: Equilibrium: t1+3t2=2kN Compatibility: 2e1 + e2 = 0.1mm There is also a temperature rise of 50oC. Show calculations for the tension in the two bars, where EA=90x103kN and α=12 x10-6 *C for both bars and L1=500mm and L2=400mm.arrow_forward
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