15 kN/m 8 kN 5 kN/m A B C D 20 kN/m 8 kN/m 2 m 3 m 6 m
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- Determine the reactions on the beam given the loadings below using VIRTUAL WORK METHOD. Use the reaction at C as redundant. x1= 3.5 m x2= 1.5 m w1= 30 kN/m w2= 20 kN/m M= 9 kN/m (EI)AB = 1.5EI E= 40x10^6 mm^4 I= 200000 MPaforce D=15kips. Find only the reactionsDetermine the reactions at the following: A (Normal) - Blank 1 kN B (Horizontal ) - Blank 2 kN B (Vertical) - Blank 3 kN FN=78MN=104SN=66
- Determine the reactions of the given statically indeterminate beam. L = 8 meters P = 10 kN (located @ midspan) w = 5 kN/m E = 200 GPa A = H250 x B150 mm beamA 6m beam with a fixed end and supported by a roller in the right end is carrying a concentrated load at its midspan P = 20kN. What is the degree of indeterminacy? Determine the reaction in the roller support. Determine the angle of rotation at the roller support use EI = 2000kN.m2For item #3. What is the moment due to the reaction force at point A? 24.0 KN-m 36.0 KN-m 30.0 KN-m 40.0 KN-m 2. What is the Area at A1? 36.0 KN-m² 54.0 KN-m² 45.0 KN-m² 60.0 KN-m² 3. What is the Area at A2? 24.0 KN-m² 36.0 KN-m² 30.0 KN-m² 60.0 KN-m²
- Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimalsRequired : 1. Hydrostatic force F1 2.hydrostatic force F2 to keep the gate in vertical position 3. The density of liquid P2=?GIVEN: SUPPORT REACTION AT A = 15KN SUPPORT REACTION AT B = 45KN SUPPORT REACTION AT C = 20KN 1.What is the moment due to the reaction force at point A? 2. A. What is the moment due to the adjusted line load and what is the moment due to line load that cancels out the additional load from the adjusted line load? 3. What is the Area at A1, A2 and A3?
- Given the parabola 3x2 + 40y – 4800 = 0. (a) What is the area bounded by the parabola and the x-axis? (b) What is the moment of inertia, about the X-axis, of the area bounded by the parabola and the X-axis? (c) What is the radius of gyration, about the area bounded by the parabola and the X-axis?6. Determine the reactions at A and B on the Fink truss shown in the figure. Members CD and FG are respectively perpendicular to AE and BE at their midpoints.In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)Properties: • b1 = 300 mm • b2 = 180 mm • d1 = 250 mm • d2 = 350 mm • f'c = 28 MPa • fy = 414 MPa • eccentricity = 200 mm Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in kN 4. Moment Capacity in kN-m