The cantilever beam shown in the figure consists of a rectangular structural steel tube shape [E = 200 GP:/ the loading shown, determine the beam deflection at point B. Assume P 11 kN. Pc 67 kN, WAB L 1.5 m, and Lm 3.3 m. 51 kN/mwac H WAB L₁ B WBC L₂ mm. Pc 95 x 10 mm 1 For 24 kN/m M
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- For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.4 × 104 kN·m2 is constant for the beam; w = 3.6 kN/m, LAB = 3.7 m, LBC = 7.4 m, LCH = 3.7 m.For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.9 × 104 kN·m2 is constant for the beam; w = 6.4 kN/m, LHA = 3.0 m, LAB = 6.0 m.Compute the value of EIy at 2.5 m from the left support.
- determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal placesFor the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)
- Determine the following unknowns on the beam shown below using Conjugated-Beam Method. Consider 250 mm x 250 mm and E = 200 GPa. Note: a = 4.5 m b = 33.0 kN/m c = 13 kN Find the ff. A. Vertical reaction at C in kN. B. Moment reaction at C in kN. C. Deflection at point B in mm. D. Maximum deflection on the beam in mm.Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and CAssume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15If there is a settlement of S at the support C, solve the following using slope deflection method:
- PROBLEM 1: The homogeneous structure shown weighs 21.45 kN per square meter of cross-section. The structure is subject to horizontal uniformly distributed load P1 and triangularly distributed load P2 perpendicular to side AB. Given: H1 = 9 m; H2 = 6 m; H3 = 12 m X1 = 6 m; X2 = 5 m P1 = 220 kN/m; P2 = 280 kN/m 4 Magnitude of resultant, R 4314.04 5 Angle of resultant direction from x-axis, θx 86.01 6 Distance of resultant from C measured along line CD, X 9.116Calculate the value of the deflection at point B due to concentrated load P in the form ??=??????????? Note: EI will cancel out in further calculations. Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.Two steel pipe columns (E=200,000??a,A1=2000mm2,A2=1800mm2)support a rigid beam AC that has a 3.6m overhang BC. The beam supports a linearly varying load of maximum intensity w=75K/nm as shownin the figure.Neglect the weight of the beam AC, and assume that the beam is supported on the two columns such that it transmits load to each column as an axial load.Determine the vertical displacementat end C of the beam, in column 1at A and column 2at B. Answer in mm.