For the truss shown, by any 40 KN В 3 m D method, determine the vertical deflection at C in 4m mm. E=200 GPa. Cross- sectional area of BC is 400 mm? while 300 mm2 for 3 m the others. 60 KN
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A: I1 = 16 × 108 mm4 I2 = 12 × 108 mm4 E = 210 GPA = 2.1 × 105 N/mm2
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- Compute the vertical and horizontal deflections of B by the virtual work method. GivenE=200GPa and I=108mm4 .Determine the slope at B and the deflection at C by the moment-area method for the beam shown below. Take ? = 29000 ?/??^2and ? = 2500 ??^4.Determine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664
- Compute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=108mm4 .Using Area-Moment Method, determine the deflection at the overhanging end in mm. Given: P = 4.2kN , w = 8.6 kN/m , a = 1.6m , b = 1.2m , c = 0.7m , E = 10 GPa , I = 20x106 mm4Determine the horizontal deflection at point b using virtual method
- (a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .Determine the following: A. Deflection angle of line CD in deg-min. B. If line CD has a direction azimuth from south = 300 deg, determine the bearing of line AB in deg-min. C. Back bearing of line DE in deg-min.P = 54 a = 3 deflection of beams using area method
- Compute the total net deflection of the simply-supported beam with the following properties listed below. (Include the sign if it is negative) Properties:Length = 11.46 mWidth = 302 mmDepth = 435 mmeccentricity = 96 mmEc = 14,368.22 MPaPrestressing Force = 461 kNUnit weight of concrete = 23.16 kN/m3Use moment area method to calculate the deflection at “A” and “D” and the maximum deflection of beam between “B” and “C” E I = 40000 kN.m2.a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm