Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the Reactions of the beam. Show the Distributed Load Resultant magnitude and location on the loading diagram.
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- is strengthened by bolting two cover The wide-flange beam shown in Fig. plates 160 mm by 20 mm to the top and bottom flanges. If the maximum flexure stress is 140 MPa, compute the total force (a) in each cover plate and (b) in each flange. Neglect the weakening effect of the bolt holes. 160 mm 20 mm 20 mm 320 mm 20 mm €20 mmarrow_forwardGiven: picture. Find: determine the reactions at the beam supports at A& D for the given loading.arrow_forwardA wooden frame shown below is supported by a tie rod CF and a pin support at A. The diameter of the tie rod CF is 30 mm, and the cross-sectional area of member BD is 900 mm?. The diameters of the pins at A and D are 8 mm and 12 mm, respectively, and each pin is subjected to double shear. If the weight of the bucket hanging from end E is 3 kN, determine (a) The axial stresses in tie rod CF and member BD. (b) The shear stresses in pins A and D. - 0.6 m-0.6 m→ D E 0.6 m V30B 1.2 m Farrow_forward
- A square bar carries a series of loads as shown in Figure P1-47. Compute the stress in each segment of the bar. All loads act along the central axis of 1-47. the bar.arrow_forwardPls ans within 10 minsarrow_forwardThe shown L-shape cantilver is loaded as shown and fixed at A. It has a constant section of 40 mm X 20 mm. For point I located at 50 mm from support A, at the midheight of the section, determine the principal stresses, the principal planes and the maximum shear stress. y 50 mm 150 mm 40 mm 0.5 kN H- I 20 mm 3 kN 160 mm 2.5 kNarrow_forward
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