(a) the normal strain in rod (2). (b) the normal strain in rod (2) if there is a 1-mm gap in the connection at pin C before the load is applied. (c) the normal strain in rod (2) if there is a 1-mm gap in the connection at pin B before the load is applied.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Dr. A
H.W.5: A rigid bar ABCD is supported by two bars, as shown in Fig-
ure 3 .There is no strain in the vertical bars before load Pis applied.
After load P is applied, the normal strain in rod (1) is -570 pm/m.
Determine
(b) the normal strain in rod (2) if there is a l-mm gap in the
connection at pin C before the load is applied.
(c) the normal strain in rod (2) if there is a l-mm gap in the
connection at pin B before the load is applied.
(a) the normal strain in rod (2).
(2)
1,500 mm
360 mm
140 mm
240 mm
Rigid bar
bber
C
B
900 mm
(1)
Transcribed Image Text:Dr. A H.W.5: A rigid bar ABCD is supported by two bars, as shown in Fig- ure 3 .There is no strain in the vertical bars before load Pis applied. After load P is applied, the normal strain in rod (1) is -570 pm/m. Determine (b) the normal strain in rod (2) if there is a l-mm gap in the connection at pin C before the load is applied. (c) the normal strain in rod (2) if there is a l-mm gap in the connection at pin B before the load is applied. (a) the normal strain in rod (2). (2) 1,500 mm 360 mm 140 mm 240 mm Rigid bar bber C B 900 mm (1)
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