Determine the support reactions at A and B for the beams loaded as shown. 3 m 4 m 5 m 3 m 2 m 20 KN/m 16 KN/m 95 kN 30 kN 10 KN/m D A В 2 m 6 m 8 m 6 m
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- Determine the reaction forces R1 and R2 and show the shear and bending moment diagram. Data: Point load (left-most) = 90.126 N RL1 (80mm to 160mm) = 65 N RL2 (160mm to 180mm) = 130 N RL3 (180mm to 260mm) = 65 NDetermine the member end moments and reactions for the continuous beam shown in the Figure (a) due to the uniformly distributed load and due to the support settlements of 10 mm at A, 50 mm at B, 20 mm at C, and 40 mm at D. Use the three-moment equation. Ans. MB =115.2 kN.m , MC = 451.2 kN.m, Ay = 138.5 kN, By = 277.9 kN, Cy = 378.7 kN, Dy = 104.9 kNFive forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 6.0 kN and θ = 40°. Point O is at the center of the I-beam.
- Simply Supported Beam With Distributed Loads Shown Below. 500 N/m 150 N/m 0.5 M 0.5 M 0.5 M 1 FIGURE P5-30 1.compute Reactions @ Support 2.draw The Complete Shearing Force And Bending Moment Diagram 3.Find the support reactions at A, B, C, and D. Assume E = 200GPa, and I = 1705 x10^6mm4Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. 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.
- consider the moment-resisting frame. Use the portal method of analysis. Use P2 = 4 kips What is the shear force in the bottom beams (absolute value)? P1 = 2 kips What is the shear force in member EH (absolute value)? h = 11' What is the horizontal reaction at H (absolute value)? b = 25' What is the bending moment in the top beams (absolute value)? (please ignore black markings) What is the vertical reaction at I (tension positive)?5-Draw the shear force and bending moment diagram for the loaded simply supported beam as shown below. Also mark all salient point of shear force and bending moment values in the diagram with proper units. locate the point where the shear force changes its sign from "+" to "-" and the value of maximum bending moment. where F1=280N, F2=290N, w=14N/m, a=2 m, b=2 m, c=2 m, d=5 m, e=3 m The reaction at the support "A" in N is = ________________ The reaction at the support "B" in N is = ________________ The shear force at the point "A" in N is = _________ The shear force at the point "C" in N is = _________ The shear force at the point "D" in N is = _________ The shear force at the point "E" in N is = _________ The shear force at the point "P" in N is = _________ The shear force at the point "B" in N is = _________ The value bending moment with respect to "B" in Nm is = __________ The value bending moment with respect to "P" in Nm is = __________…Determine the shear force V in the beam at a point located 1.60 m to the right of point B. The ground reactions are provided.Ay = 65.60 kNCy = 58.40 kN
- The vertical force F acts downward at A on the twomemberedframe. Determine the magnitudes of the twocomponents of F directed along the axes of AB and AC.Set F = 350 lb.Determine the reactions at the supports and draw the bending moment diagram for the following structure. (Ans : Ax=-11.555, Ay=17.028, Dx=-14.445, Dy=30.972, MAB=-31.443, MBA=-6.332, MBC=6.332, MCB=35.501, MCD=-35.501, MDC=-30.279)Find support reactions at A and B and then calculate the axial force N, shear force V, and bending moment M at mid-span AB. Let L=4m, q0=160 N/m, P=200 N, M0=380 N. m.