A B C D E F Hinge 2 m 2 m 2 m -2 m 2 m. 2 m FIG. P8.20, P8.21, P8.22 8.21 Draw the influence lines for the shear and bending moment at point C and the shear at internal hinge D of the beam shown in Fig. P8.20.
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- 40. Determine the horizontal and vertical nents of the pin reaction at D on member ap Fig. P4-40. compo 2 00 E 10 10 P4-40Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C of the beam shown infigures P8.5, use Muller-Breslau’s Principle. PLEASE REFER TO FIG. P8.5Problem 8.8 Draw the influence lines for vertical reactions at supports Band D and the shear and bending moment at point C of the beam shown. A B D E 5 m- -8 m- 8 m- 5 m- FIG. P8.8
- Problem 8.41 Draw the influence lines for the shear in panel DE and the bending moment at E of the girder with floor system shown. B D E F G H - 7 panels at 18 ft = 126 ft- FIG. P8.41, P8.42"Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"16.15 Problems for Solution 16.15 Problems for Solution P16.2 Sections 16.1–16.6 For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed. Both reactions and the shearing force and bending moment at section 1-1. (Ans: load @ 1-1: V1-1 18 m) P16.1 %3D -0.4,0.6, M1-1 %3D 11 A 11 B- -30 m 45 m Problem 16.1