# 10. The slope and deflection at a section in a loaded beam can be found out...

###### Question:

10. The slope and deflection at a section in a loaded beam can be found out by which of the following methods? (a) Double integration method (b) Moment area method (c) Macaulay's method (d) Any of the above. 15. A cartilever AB of length 1 is carrying a distributed load whose intensity varies uniformly from zero at the free end to w per un run at the forced end. The deflection at the free end is given as: (3) 30E1 11. The deflection at the free end of a cantilever of length / carrying a point bad Wat its free end is given as: (c) 20E1 122 (6) 3E1 (ej 17 (e) 2E1 (d) 16. A cartilever AB of length is carrying a distrbuted load whose intensity varies uniformly from zero at the fixed and to w per unit run at the 'free' end. The deflection at free end is given as 12. A cantilever of length is carrying a uniformly distributed load of w per unit run over the whole span. The deflection at the free end is given as: (a) @ 48E1 30E/ 6w/ I bel (C) 1201 120EI 17. A simply supported beam of span I is carrying a uniformly distributed bad of w per unit run over the whole span The maximum deflection in this case is given as: 13. A cantilever of length / is carrying a uniformly distributed bad of w per unit run for a distance (a) from fixed end. The slope at the free end is given as: (a) 48E1 (0) 30E1 Sw!" (a) El (C) 384E1 (d) 394E1 (c) 2E1 (d) 24EI 14. A cantilever AB of length 7 has a moment M applied at free end. The deflection at the free end B is given 18. A simply supported beam of span lis carrying point bad W at the mid span What is the deflection at the centre of the beam? W? WI (a) 48E1 SW7 120E1 (6) 8E1 as (©) 384E1 (d) 117 19. A member of structure or bar which

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