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1.Free body diagram excercises SIddharth Surana Engineering Statics Page 6
2.Free body diagram exercises SIddharth Surana Engineering Statics Page 7
3.Resolution of Force into two components SIddharth Surana Engineering Statics Page 8
4.. Resolution of Force into two perpendicular components SIddharth Surana Engineering Statics Page 9
5.Resolution of Force into two components SIddharth Surana Engineering Statics Page 10
6.Three Coplanar and Concurrent forces SIddharth Surana Engineering Statics Page 11
7.Computing Moment of Force in two dimensions SIddharth Surana Engineering Statics Page 12
8.Computing Moment of Force in two dimensions SIddharth Surana Engineering Statics Page 13
9. Equivalent force and couple system SIddharth Surana Engineering Statics Page 14
10.Equivalent force and couple system SIddharth Surana Engineering Statics Page 15
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11.Truss SIddharth Surana Engineering Statics Page 17
12.Truss SIddharth Surana Engineering Statics Page 18
13.Truss SIddharth Surana Engineering Statics Page 19
14.Frame SIddharth Surana Engineering Statics Page 20
15.Frame SIddharth Surana Engineering Statics Page 21
16.Friction SIddharth Surana Engineering Statics Page 22
17.Friction SIddharth Surana Engineering Statics Page 23
18.Friction SIddharth Surana Engineering Statics Page 24
19.Friction SIddharth Surana Engineering Statics Page 25
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20. Friction SIddharth Surana Engineering Statics Page 27
21.Friction SIddharth Surana Engineering Statics Page 28
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22.Friction What Maximum horizontal force F can be applied to the block of mass M so that the blocks move together? The coefficient of static friction between two blocks is µ and the table is smooth. SIddharth Surana Engineering Statics Page 30
Answers 3.3660N,2508N, 60° 4.640N,480N -224N,-360N 192N,-360N 5.621.17,160.7 6.1294.02N,62.5° 7.1200N.mm,57.7N,50N,10mm,in class 8.203N.m 9.420mm 10. In diagram itself 11. In class 12. 800N©,500N(T),800N(T) 13. 589N 14. In class 15. 577N,1000N 16. 780N,649N,80N 17. In class 18. 59.09° 19. 0.86 20. Mg/2µ 21. In class 22. µg(M+m) SIddharth Surana Engineering Statics Page 31