The frame shown in Fig.1 is supported on a roller at A and pinned at C. For the loading indicated: i-Determine the support reactions, ii- Draw the axial load, shear force, and bending moment diagrams. 30 kN/m A 5 m B 20 kN/m 10 m 10 m RA Fig.1
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- The steel framework as shown in Figure Q1 is used to support the 200 mm reinforced stone concrete slab that carries a uniform live loading of 14 kN/m2. Sketch the loading that acts along members BE and FED. Set a = 9 m and b = 12 m.10m beam is loaded with point load P1 = 100N at 2m from the fixed end support. A distributed load (W1) was also imposed with a magnitude of 100 N/m as shown. The beam is supported by a pin and a roller at locations specified in the free body diagram. what are the reactions in A and B at what distance will the shear be equal to ZERO between A and B what the computed maximum positive bending moment? Note: counterclockwise moment on the righthand side of the beam element be positiveFor the beam and loading shown, specify (a) the absolute value of the reaction force in B in units |RB| kN, (b) the absolute value of the displacement at the midpoint D of the BC part of the beam in units |yD| mm. Take the P value in the question 15 kN and the W value 34 kN/m. E = 200 GPa and I = 34.4 x 10-6 M4.
- (a) Determine the reactions at the supports and draw the bending moment diagram for the following structures. (b) Redo problem (a) by using the bending moments over support A and B as the redundant forces. (c) Repeat problem (a) if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .The frame is used to support a live load of 1.575 kPa. Thickness of concrete slab is 124.903mm. Weight of concrete is 23.293 kN/m^3. Weight of beam BG,AH,CF,DE is 4.526 kN/m and that of is 5.413 kN/m L=5.918m Width"B" = 1.582m Compute the reaction at point A (kN) at member AD Answer: 71.118 Need solutionThe frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
- Determine the reactions and draw the shear and moment diagram of the indeterminate beam given below using Consistent Deformation Method. Consider the support reaction at point C to be the redundant. 50 k 50 k -8 tt 8n 8 it 21 Upload Choose a FileDetermine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown. E=200 GPa, I=85*(10)^-6 m^4 P=120 kN, W=60 kN/m2. The beam AB shown is supported at A and B. the beam is loaded with three fixed concentrated loads and an overhead hoist carrying a load W. P1 P2-320 KN. P3-200 KN and W-500 KN A. Find the distance of W from A in meters if the resultant of the external loads is at the midspen B. What is the reaction at A when W is at midspan?
- A continuous beam is supported by a spring at D with spring constant of 40kN/m as shown. Determine the reactions at the supports A and B and the spring force and draw the bending moment diagram. Given E=200GPa, I=4×107mm4 . (Hint : take the spring force as unknown).Use slope deflections method Formula Should follow: Mnf= FEMnf+ 2EI/L ( 2θn + θf - 3r) D.9 Solve Problem D.2 for the loading shown in Fig. PD.2 and the support settlements of a 1/4 in. at A, 1 in. at B, and 3 in. at C. Determine the reactions and draw the shear and bending moment diagrams for the beams shownA W460×60 steel beam is loaded as shown. Assume w = 90 kN/m, M0 = 135 kN·m, LAB = 3.9 m, LBC = 1.6 m, E = 200 GPa, and I = 255 x 106 mm4. Determine the reaction force at roller B.