2. * A pin-jointed support frame for a machinery housing comprises two rigid but mass- less vertical columns AB and CD together with two bracing cables AD and BC, as shown below, which may be assumed to be incapable of supporting compression. The cross-sectional area and elastic modulus of each cable are 3 cm² and 200 kN mm respectively, and the total weight of the machinery and housing supported by the columns is 100 kN. (a) Calculate the period, T, of free undamped transverse vibrations of the support frame. (b) If the housing is subjected to a blast load, p(t), of the form given in Figure 6(e) of the notes with a maximum load po = 30 kN and a duration of t₁ = 0.5 s, use the response spectrum to calculate the maximum stress in the bracing cables assuming that they remain elastic.

Elements Of Electromagnetics
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2. * A pin-jointed support frame for a machinery housing comprises two rigid but mass-
less vertical columns AB and CD together with two bracing cables AD and BC, as
shown below, which may be assumed to be incapable of supporting compression. The
cross-sectional area and elastic modulus of each cable are 3 cm² and 200 kN mm7
respectively, and the total weight of the machinery and housing supported by the
columns is 100 kN.
-2
(a) Calculate the period, T, of free undamped transverse vibrations of the support
frame.
(b) If the housing is subjected to a blast load, p(t), of the form given in Figure 6(e)
of the notes with a maximum load po = 30 kN and a duration of t₁ = 0.5 s, use
the response spectrum to calculate the maximum stress in the bracing cables
assuming that they remain elastic.
p(t)
2 m
100 KN
1.5m
Transcribed Image Text:2. * A pin-jointed support frame for a machinery housing comprises two rigid but mass- less vertical columns AB and CD together with two bracing cables AD and BC, as shown below, which may be assumed to be incapable of supporting compression. The cross-sectional area and elastic modulus of each cable are 3 cm² and 200 kN mm7 respectively, and the total weight of the machinery and housing supported by the columns is 100 kN. -2 (a) Calculate the period, T, of free undamped transverse vibrations of the support frame. (b) If the housing is subjected to a blast load, p(t), of the form given in Figure 6(e) of the notes with a maximum load po = 30 kN and a duration of t₁ = 0.5 s, use the response spectrum to calculate the maximum stress in the bracing cables assuming that they remain elastic. p(t) 2 m 100 KN 1.5m
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