Write the shear and moment equations and Draw the shear and moment diagrams for the beam
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Write the shear and moment equations and Draw the shear and moment diagrams for the beam
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- c. Determine the reactions of the fixed support at the right end of the 5-m length beam shown.a) Calculate the reactions (N) at each of the two rear wheels... (i) at A. (ii) at B. c) If crate D is removed and the position of crate C remains, calculate the reactions (N) at each of the two front wheels at B. Note: cdb=948 kgCalculate for support reactions if:P=55-Plot shear diagram-Plot moment diagram
- 1. Determine reactions at A and B 2. Draw shear and moment Diagram 3. Find M max location between C and B and determine M mx between C and B(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.One end of a timber roof truss is supported on a brick wall but not securely fastened. The reaction of the brick wall can therefore be only vertical. Assuming that the maximum capacity of either the inclined or horizontal member is 7kN, determine the maximum magnitudes of F1 and F2 so that their resultant is vertical through the brick wall.
- Given the figure determine the reaction at C horizontalIn the figure shown, El is contant. 100 kN 50 kN/m C. E 5m 3m 3m 1. Determine the DIstribution Factor at CD. 4m 2.EI is constant Determine the moment at BA, Mba in kNm 3. determine the moment at A in kN m 4. determine the distribution factor of member BA 5. reaction at E in kN 6. find all the reactionsThe 75-kg man shown attempts to lift the 40-kg uniform beamoff the roller support at B. Determine the tension developed in thecable attached to B and the normal reaction of the man on the beamwhen this is about to occur.