a1 For the pin connected frame, determine the horizontal and vertical components of the pin reactions at B? 3. 6oo 3 3. Cable Ym Ym 2n ME
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- A) Calculation of the reaction force FCD at C (directed along the member CD) B) Calculation of the reaction forces at the smooth journal bearing at B (i.e., Bx =?, & Bz =?) C) Calculation of the support reaction forces at the ball-and-socket joint at A (i.e., Ax =?, Ay =?, & Az =?)Hinge B joins members AB and BC. (Assume that the +x-axis is to the right and the +y-axis is up along the page.) Determine the reactions at fixed support A and roller C. (Enter forces in kilonewtons and moment in kN · m.) Ax = O Ay= ? MA= ? Cy=? Magnitude and directionMN=77 The fixed end moment for BC, MFBc in kN-m (include the sign, if negative only) The fixed end moment for CD, MFcD in kN-m (include the sign, if negative only) The fixed end moment for AB, MFAB in kN-m (include the sign, if negative only) The joint rotation at C if EI=1. (include the sign, if negative only). The end shear VBC in kN. The joint rotation at B if EI=1. (include the sign, if negative only). The magnitude of the moment reaction MA in kN-m. The joint rotation at D if EI=1. (include the sign, if negative only).
- Find the support reactions at A and D, determine the internal forces at the top of member BC. a= 3m b=2m c=6m d=2.5m MA= 380 N.m FB= 200N q0=80N/m q1=160N/mDetermine the reactions at the supports and draw the bending moment diagram for the following structures if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .(a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) Ifsupport B settles _32 in. under the applied loads, computethe reactions.
- (a) Determine the reactions at the supports and draw the bending moment diagram for the following structures. (b) Repeat problem (a) if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4 .calculate for the support reactionsP=55-draw the shear diagram-draw the moment diagramCompute the reactions and draw the shear and mo-ment curves for the beam in Figure P9.21. In addition tothe applied load, the support at C settles by 0.1 m. EI isconstant for the beam. E = 200 GPa, I = 60 × 106mm4
- From the loaded frame of a vertical member is 6m and horizontal member is 5m and 10kN located at midspan determined the reaction at roller support, and reaction at hunge supportCompute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. Hints : pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support pt. f is hinge support. Try to expose the internal reaction/s of the internal hinge support at pt. c as well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters.Determine the reactions at the supports and draw the bending moment diagram for the following structures. (Ans : Ay=12.483kN, MA=-10.388kNm, By=22.885kN, Cy=12.632kN)