The beam AD is carrying a linearly varying distributed load as shown below. The beam is supported by a 5-member steel truss. Member BC has a rectangular cross section 4"x3/4" which splits into two equal parts near the connection C each being 4"x3/8". Member CD has a circular cross section d=2.5 in. the member flatness near the connection C to form a rectangular cross section 4"x2.5". The pin at C has a dimeter equal to 2" which pierces through bars BC and CD. The details of the members near end C is shown below. A 0.66 kip/ft ● -6 ft Determine the maximum shearing stress in the pin at connection C. Determine the axial stresses in different parts of member BC Determine the axial stresses in different parts of member CD B D -6 ft C 26.66 kip/ft E 5 ft Member Member BC 3/4 in ↓ Member CD 4 in d=2.5 in Top view of connection C d=2 in 3/8 in Men er CD H d = 2 in Side view of connection C 4 in detail of member CD flat end 2.5 in thick

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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The beam AD is carrying a linearly varying distributed load as shown below. The beam is
supported by a 5-member steel truss. Member BC has a rectangular cross section 4"x3/4" which
splits into two equal parts near the connection C each being 4"x3/8". Member CD has a circular
cross section d=2.5 in. the member flatness near the connection C to form a rectangular cross
section 4"x2.5". The pin at C has a dimeter equal to 2" which pierces through bars BC and CD.
The details of the members near end C is shown below.
A
0.66 kip/ft
-6 ft
Determine the maximum shearing stress in the pin at connection C.
Determine the axial stresses in different parts of member BC
Determine the axial stresses in different parts of member CD
B
D
-6 ft
26.66 kip/ft
E
5 ft
Member BC
Member BC
3/4 in
Member CD
4 in
d = 2.5 in
Top view of connection C
d = 2 in
3/8 in
Member CD
d = 2 in
Side view of connection C
4 in
detail of member
CD
flat end
2.5 in thick
Transcribed Image Text:The beam AD is carrying a linearly varying distributed load as shown below. The beam is supported by a 5-member steel truss. Member BC has a rectangular cross section 4"x3/4" which splits into two equal parts near the connection C each being 4"x3/8". Member CD has a circular cross section d=2.5 in. the member flatness near the connection C to form a rectangular cross section 4"x2.5". The pin at C has a dimeter equal to 2" which pierces through bars BC and CD. The details of the members near end C is shown below. A 0.66 kip/ft -6 ft Determine the maximum shearing stress in the pin at connection C. Determine the axial stresses in different parts of member BC Determine the axial stresses in different parts of member CD B D -6 ft 26.66 kip/ft E 5 ft Member BC Member BC 3/4 in Member CD 4 in d = 2.5 in Top view of connection C d = 2 in 3/8 in Member CD d = 2 in Side view of connection C 4 in detail of member CD flat end 2.5 in thick
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