11.18 (B) A semi-circular frame of flexural rigidity EI is buiit in at Aand carries a vertical load W at Bas shown in Fig. 11.27. Calçulate the magnitudes of the vertical and horizontal deflections at Band hence the magnitude and direction of the resultant deflection. [3n WR3 WR WR at 23° to vertical EI ; 5.12- 2 EI EI R. Fig. 11.27.

Elements Of Electromagnetics
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11.18 (B) A semi-circular frame of flexural rigidity EI is buiit in at A and carries a vertical load W at Bas shown
in Fig. 11.27. Calçulate the magnitudes of the vertical and horizontal deflections at Band hence the magnitude and
direction of the resultant deflection.
WR
5.12 at 23° to vertical.
EI
3n WR3
WR3
2-
:-
2 EI
EI
R.
Fig. 11.27.
Transcribed Image Text:11.18 (B) A semi-circular frame of flexural rigidity EI is buiit in at A and carries a vertical load W at Bas shown in Fig. 11.27. Calçulate the magnitudes of the vertical and horizontal deflections at Band hence the magnitude and direction of the resultant deflection. WR 5.12 at 23° to vertical. EI 3n WR3 WR3 2- :- 2 EI EI R. Fig. 11.27.
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