Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A 20-cm-diameter steel rod is subjected to a tensile load of 1000KN at one end and is fixed at the other end. Calculate the deflection of the rod if it is 150-cm long. (Esteel 200 GPa) PL d = AE where d= end deflection of the bar in meter (m) P= applied load in newton (N) %3D L = length of the bar in meter (m) %3D A = cross-sectional area of the bar in m E = modulus of elasticity of the material (N/m) O 0.73 mm 0.1.51 mm 0.02 mm 0.24 mmarrow_forwardItem 3 The three bars are made of A-36 steel and form a pin- connected truss. Figure 1 of 1 3 ft 4 ft + 5 ft 3 ft Part A If the truss is constructed when T₁ = 50° F, determine the vertical displacement of joint A when T₂ = 150° F. Each bar has a cross-sectional area of 2 in². (Figure 1) Express your answer with the appropriate units. SA = Submit xa μÀ Xb Value b in X.10n My Answers Give Up Incorrect; Try Again; 3 attempts remaining ? Provide Feedback Continuearrow_forwardDetermine the allowable value of force P (in Newtons), if a bar of diameter d = 29 mm and length L = 0.60 m is loaded in tension by force P. The bar has modulus E = 37 GPa and allowable normal stress of 194 MPa. %3D The elongation of the bar must not exceed 3.6 mm. Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution.arrow_forward
- The beam in (Figure 1) is made from three boards nailed together as shown. Part A If the moment acting on the cross section is M = 560 N- m. determine the maximum bending stress in the beam. Express your answer to three significant figures and include appropriate units. HÁ Omax = Value Units igure 1 of 1> Submit Request Answer 25 mm Provide Feedback 150 mm 20 mm 200 mm M 20 mmarrow_forwardAn aluminum plate is subjected to uniform stress along its boundaries, as shown in the figure. Determine the change of length of diagonal BD. 120mm 120 MPa 160mm , 100мра C 240 MPa E=80GPa ✓=0.3 G=30GPa Answer = -0.5888mmarrow_forwardBar ABC is rigid and rotates freely about B. The loads consist of a point load and a uniform temperature change in both bars CD and EF. Determine the temperature change (AT) at which points A and E first come into contact. Report your answer rounded to the nearest degree. 100 in initial gap = 0.11 in F T E A = 2.0 in² AEF EEF = 12,000 ksi aEF LEF 100 in = 13.5 x 10-6 1/°F = 50 in B 14 k 100 in D с ACD= 1.5 in² ECD CD= 6.5 x 10-6 1/°F = 29,000 ksi = 150 in LCD Y Zarrow_forward
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