2A beam AB hinged at A is loaded at B as shown Roof in Fig. 22.2. It is supported from the roof by a 2.4 m long vertical steel bar CD which is 3.5 cm square for the first 1.8 m length and 2.5 cm square for the remaining length. Before the load is applied the beam hangs horizontally. Determine : (i) The maximum stress in the steel bar CD; 3.5 сm 1.8 m (ii) The total elongation of the bar. 1) Take E = 210 GN/m?. %3D E 2.5 cm 0.6 m (2) 0.3 m 0.6 m→ 60 kN Eig 22 ?

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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2.A beam AB hinged at A is loaded at B as shown
Roof
in Fig. 22.2. It is supported from the roof by a 2.4 m long vertical steel
bar CD which is 3.5 cm square for the first 1.8 m length and 2.5 cm
square for the remaining length. Before the load is applied the beam
hangs horizontally. Determine:
(i) The maximum stress in the steel bar CD;
3.5 cm-
1.8 m
(ii) The total elongation of the bar.
Take E = 210 GN/m?.
2.5 cm
0.6 m
0.3 mk
0.6 m
60 kN
Fig. 22.2
2)
Transcribed Image Text:2.A beam AB hinged at A is loaded at B as shown Roof in Fig. 22.2. It is supported from the roof by a 2.4 m long vertical steel bar CD which is 3.5 cm square for the first 1.8 m length and 2.5 cm square for the remaining length. Before the load is applied the beam hangs horizontally. Determine: (i) The maximum stress in the steel bar CD; 3.5 cm- 1.8 m (ii) The total elongation of the bar. Take E = 210 GN/m?. 2.5 cm 0.6 m 0.3 mk 0.6 m 60 kN Fig. 22.2 2)
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