Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Q2/ For the 60m simply supported beam having fc-30MPa and fy=420MP, calculate the immediate deflection due to dead load. As shown in figure below the service dead load on beam, not including own weigh: 250kN and service live load=-150kN. Take d-492mm. D.L=250KN LL-150KN 0.55m As 500mm 2 A=(³-20x²+x²) 2.00m 2.00m 6.00m 11 2.00m C.35m i ---arrow_forwarddont use deflection beam tables Use virtual work method Length ab is 3m bc 3m cd 3m de 3m Fi Deflection at B C D E.(Not at A)arrow_forwardPlease correct answerarrow_forward
- The rigid bar AD is supported by two steel wires of 1/16 in. diameter (E = 29 x 10° psi) and a pin and bracket at A. Knowing that the wires were initially taut, determine (a) the additional tension in each wire when a 220-lb load P is applied at D. (b) the corresponding deflection of point D. F 8 in. E 10 in. -A B D 12 in. 12 in. 12 in. Answer for (a), Pe = Ib, PcF = Ib Answer for (b), ôp = inches (magnitude only) Note: use up to 3 significant figuresarrow_forwardCivil Engineering 20 k A 1,5 in. F12 ft--12 ft-–24 ft- actual beam (a) Find the Deflection at B, By Double Integration Method El is constant please show all the steps clearly and show the cuts correctarrow_forwardDetermine the vertical deflection at joint Earrow_forward
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