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- Determine the reactions and draw the shear and bending moment diagrams for the four-span continuous beam shown in Fig. 15.11(a).Determine the internal shear and moment acting at a section passing through point C in the beam shown in Fig. 4–3a.Draw the influence lines for the reaction moment at support A, the vertical reactions at supports A and B, and the shear at the internal hinge C of the frame shown in Fig. P8.38
- The multi-span girder has two shear plate connections that act as hinges at C and D. The midspan girder CD is simply supported on the cantilevered ends of the left and right girders. Determine the forces in the hinges and the reactions at supports A, B, E, and F. Also draw the shear and moment diagram.?=70 kN/m ?1=10 m ?2=2.5 m ?3=6 m ?4=1.5 mDetermine the support reactions at A and B if the frame is loaded by a horizontal concentrated load 133.5 kN at D, a 96 kN downward concentrated load at C and a 256 kN.m clockwise moment at C. Determine the reactions at supports A and B.Determine the absolute maximum shear in a 15-m-long simply supported beam due to the series of three moving concentrated loads shown in Fig. P9.13.
- Calculate the horizontal support reaction at D of the structure shown.Draw the influence lines for the shears and bending moments at points D and F of the beam shown in Fig. P8.33.Draw the influence lines for the reactions at supports B and D and the shear and bending moment at point C of the beam shown in Fig. P14.11. Determine the influence line ordinates at 5-ft intervals