13-1 to 13-6 Determine the external reactions on each beam in Figs. P13-1 to P13-6 due to the loading shown. 30 kN 6 kN/m 2TT 3 m
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- 1-12* A beam is loaded and supported as shown in Fig. P1-12. Determine the reaction at support A. 2 kN 3 kN-m |B X- -2 m -2 m Figure P1-12351. The beam shown in Fig. P-351 is supported by a hinge at A and a roller on a 1 to 2 slope at B. Determine the resultant reactions at A and B. 400 lb 12' RA B FIG. P-351.7. For frame presented in Fig. 7, calculate the reactions at the two supports under the applied load, the spacing indicated are in meters 1 kN/m 1.5 kN/m Fig. 7 2 kN 4-2-1 TNTN +4
- Determine the reactions at the supports for the beam shown in Fig. 400 kN-m 15 kN/m 6 m 4 m 160 KN Į 4 m-How to solve this question step by step4. For frame presented in Fig. 4, calculate the reactions at the two supports under the applied load with spacing are in terms of meters. T + X m Y₂T 3 b mi Yo Fig. 4 -Xb 4 kN -3-1.5-1
- The beam shown in Fig. P.13.26 is simply supported at each end and is provided with an additional support at mid-span. If the beam carries a uniformly distributed load of intensity w and has a flexural rigidity EI, use the principle of superposition to determine the reactions in the supports. Ans. SwL14 (central support), 3wL/8 (outside supports). 100 mm 10 mm 10 mm 200 mm FIGURE P.13.26 10 mmQ2: The beam loaded shown in Fig.(2) in ~^uilibrium state:- A/ Draw (F.B.D) for the beam. B / Determine the reactions at hinge support (A)& roller support (B). F1 2000 N 45 2m 3m 2m Fig.(2) F2. 300 NQy For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant E 3m 10KN G₁ 10 N 10% 3m Fig. (1) F B 4m 4m 4m