Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Determine the resultant force at A. I’m not sure where I am making a mistake The Answer should be ( -620i + 610j - 540k)arrow_forwardThe following frame has these characteristics: Columns M1 and M2: W12x40 Beam M3: W16x67 Steel A992 Support at 1 is a pin Support at 2 is a pin Loads in kips and Distributed load in kip/ft 2.5 1.5 22.0 M3- M1 M4 25.00 ft What is the horizontal reaction at node 4? O 6.74 kip O O kip 15.26 kip O 12.36 12.00 ft-arrow_forwardis 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_forward
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