PROBLEMS 5.4-5.6 Draw the shear and bending- moment diagrams for the beam and loading shown. C D L Fig. P5.5 Fig. P5.4
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- The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that it has been experimentally determined that the bending moment is +6.10 kip ft at D and +5.50 kip ft at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. 250 lb/ft C D E F Fig. P7.91PLATE 2 a Using the slope-deflection method, compute the end moment of members of the beams shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force diagrams. El = constant.5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment. A 30 kN/m 2 m C 1 m 60 kN D Fig. P5.10 2 m B ΟΙΙΙ
- 4. The four-story shear building of Fig.4, with m=100 kipssec/in, k-600kips/in, Determine the undamped natural frequencies and modes of the frame. Floor stiffness 7777 m 2m 3m 3m m UA 13 1₂ 14₁ Fig. 4 k 3k 3k 3kQ2. Draw the shear force and the bending moment diagrams for the compound beam shown in Fig. Q2. 10 KA/m WY 6m 77777 2m 2m * km 20KN/m OC *Q-3 The frame shown in Fig.3 is pinned at A and fixed at D, with a roller support at B. Analyse the frame for the given loading using the slope-deflection method, and draw the shear force and bending moment diagrams.(constant EI). 80 KN 5m 5m B 30 kN/m 10m 10m OF=161-1 OC - 97.2 Fig.3
- C 4kN/m pin im lokN Im A THT 2m Fig.2 for the three_hinged bent in fig.2:a) find reaction at support, b)set the shear and moment equations in AC and BC ? 3m 9:55 مProblem 04 The force P prevents the 375-N pole from falling. The pole is supported by a ball-and-socket joint at A and leans against a frictionless wall at B. 0. B Given: X1=3.15 m Ут - 4 m Z1=3.15 m 0=45° Find the required force (N) P. A. 116.8 B. 124.6 C. 136.2 D. 102.7 Find the reaction at B in N. A. 75.4 B. 82.6 C. 89.2 D. 95.4 Find the vertical reaction at A in N. А. 310.1 В. 336.8 1. 3. C. 325.4 D. 292.4 2.10 Which of the following gives the shear force at point 10 meters from A on the beam shown? (kN) (FIG. 2) 60 KN 30 kN/m THIS A Hinge B C D Hinge E -12 m- +5m+sm+ -12 m- 666.667 306.667 236.667 O 123.333 40 kN m
- 7.80 & 7.85 For the beam and loading shown: a) Draw shear force and bending moment diagrams, b) Determine the maximum absolute values of the shear force and the bending moment. 1.5 kN/m wo В В A 6 kN 6 m. L -4 m- Activate Wind Fig. P7.80 Fig. P7.85 Go to Settings toForce P with 5.05 kN magnitude acts along the parallelepipeds diagonal CE, pointing towards E 290 mm 290 mm 145 mm Determine the magnitude of the moment of Pabout the following Ines in N-m. (a) Ine OA N-m (b) ine O8 N- m (c) Ine AB N-m (d) Ine BF N-m (e) ine BG N-m (r) Ine DG N-m (a) Ine 0D N-m (h) Ine OC N-m (1) ine EF N-m (1) Ine OFQ-3 The frame ABC, Fig.3, is fixed at A and pinned at C. Analyse the frame using the method and draw the shear force and bending moment diagrams. slope-deflection (El is constant). 2 kN/m B 3 m 4m Fig.3