Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- SITUATION. A steel plate ABCD of thickness t = 5mm is subjected to uniform stresses: = 100 MPa 0₂ = -60 MPa. Ox E =200GPa, v= 1/3 a = 160mm and b = 200 mm Calculate the change in thickness (mm). -0.0023 mm 0.0023 mm O O 0.0045 mm - 0.0045 mm Ł B AL C D Xarrow_forwardFor the figure shown, if the temperature dropped by 40° C in the aluminum rod, then the stress in the steel rod is 0.75m 0175m * ₹. rigid bar St. |L=1.5m A=250mm² E=200GPa x = 12×106/C AL L=1m A=1000 mm² E=70 GP₂ x=23x106 20.7 MPa O 55.4 MPa O 42.6 MPa O 83.1 MPa O 61.5 MPa Oarrow_forwardSolve it asap. Answer need quicklyarrow_forward
- Define Consolidation Drainage.arrow_forwardKindly give me right solution. Don't copy from other experts solution.arrow_forwardDetermine the compressive force (in lb) in the bars shown after a temperature rise of 173°F if d = 0.015 in. Round off the final answer to five decimal places. Use the following data: Bronze Aluminum A = 2.24 sq. in A = 2.78 sq. in E = 14959726 psi E = 10594540 psi L = 12.5 in L = 16.6 in α = 11.61 x 10-6/ °F α = 12.67 x 10-6/°Farrow_forward
- An SSTM A36 strucural steel beam 3.6 m long is placed between two rigid supports when the temperature is 15 0C. What is the stress developed in the beam if the temperature rises to 50 0C? ___ MPa. Assume that the proportional limit is 235 MPa, and that lateral buckling is prevented. Calculate your answer to 1 decimal place.arrow_forwardneed help.arrow_forwardSTRAINarrow_forward
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