3 32 16 The length of the -in.-diameter steel wire CD has been adjusted so that with no load applied, a gap of in. exists between the end B of the rigid beam ACB and contact point E. Knowing that E = 29 × 106 psi, determine where a 54-lb (w) block should be placed on the beam in order to cause contact between Band E. A D 4 in. 12.5 in. 16 in. พ B E in. For contact, x< in.
3 32 16 The length of the -in.-diameter steel wire CD has been adjusted so that with no load applied, a gap of in. exists between the end B of the rigid beam ACB and contact point E. Knowing that E = 29 × 106 psi, determine where a 54-lb (w) block should be placed on the beam in order to cause contact between Band E. A D 4 in. 12.5 in. 16 in. พ B E in. For contact, x< in.
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32
16
The length of the -in.-diameter steel wire CD has been adjusted so that with no load applied, a gap of in. exists between the
end B of the rigid beam ACB and contact point E. Knowing that E = 29 × 106 psi, determine where a 54-lb (w) block should be placed
on the beam in order to cause contact between Band E.
A
D
4 in.
12.5 in.
16 in.
พ
B
E
in.
For contact, x<
in."
Transcribed Image Text:3
32
16
The length of the -in.-diameter steel wire CD has been adjusted so that with no load applied, a gap of in. exists between the
end B of the rigid beam ACB and contact point E. Knowing that E = 29 × 106 psi, determine where a 54-lb (w) block should be placed
on the beam in order to cause contact between Band E.
A
D
4 in.
12.5 in.
16 in.
พ
B
E
in.
For contact, x<
in.
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