PROBLEMS 5.4-5.6 Draw the shear and bending- moment diagrams for the beam and loading shown. B L Fig. P5.5 Fig. P5.4 D Analysis done in lecture L. Fig. P5.6
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- 705. Compute the reaction R and sketch the shear and moment diagrams for the propped beam shown in Fig. P-705. Ans. R woL/10 %3D conjugate beam method Wo L Figure P-705 R441. The 1500 ft-lb couple of Fig. P4-41 acts on member AB. Determine the horizontal and vertical components of the pin reaction at A on member AB. 3' 200 I500-lb 1000706. For the propped beam shown in Fig. P-706, determine the reaction R and sketch the shear and moment diagrams. wo conjugate beam method Figure P-706 R
- 4. Determine the reaction at support A for the cantilever beam as shown in Figure 4. If the couple moment at point B is moved to point C, would it affects the reaction at Point A? D. 12kN A OkNm, 10KN 60° 4m Fig. 47.37 and 7.38 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. Fig. P7.37 6 kips 12 kips с 2 ft D 2 ft 2 ft E 4.5 kips 2 ft B2. Find the reactions at supports A and C. 240 240 600 N 120 B 96 40° 18 kg 600 N Dimensions in mm Fig. P4.50
- 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 P4-40令l1。 3:04 Done Edit determine the force in member AB.5 for the truss show in fig, if the reactions at supportes A and B is Ax= 25kN to the left , Ay= 5kN up ,and By= * 35kN up 40kN G 5kN 4m 10kN C 10kN F 4m 2m Im,Im, Im!lm 2m 27.9 kN (C) 32.7 kN (T) 32.7 KN (C) 22.5 kN (T) أخری More16.15 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
- "Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"Problem 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. P8.88.23 The 10-1b uniform rod AB is held in the position shown by the force P. Knowing that the coefficient of static friction is 0.20 at A and B, determine the smallest value of P for which equilibrium is maintained. Fig. P8.23 A 15'in. 7.5 in.