Tài liệu học tập
Deformation of beam 1:
For the cantilever beam and loading shown, determine
(a) the equation of the elastic curve for portion AB of the beam,
(b) the deflection at B, (c) the slope at B.
Deformation of beam 2:
For the beam and loading shown, determine
(a) the equation of the elastic curve for portion AB of the beam,
(b) the slope at A,
(c) the slope at B.
Deformation of beam 3:
Knowing that beam AB is an S200 3 34 rolled shape and that P = 60 kN, L = 2 m, and E = 200 GPa, determine:
(a) the slope at A,
(b) the deflection at C.
Deformation of beam 4:
(a) Determine the location and magnitude of the maximum deflection of beam AB.
(b) Assuming that beam AB is a W360x64,L = 3.5m, and E = 200 GPa, calculate the maximum allowable value of the applied moment M if the maximum deflection is not to exceed 1 mm.
Deformation of beam 5:
For the beam and loading shown, knowing that a = 2 m, w = 50 kN/m, and E = 200 GPa, determine
(a) the slope at support A,
(b) the deflection at point C.
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