I have rephrased the question to allow for better comprehension so that you can better help me. Using the slope and deflection method: Calculate the value of the end moments E= 200GN/m^2, if a rolled steel joist 560mm ×180mm (I =700×10^(-6) m^4) is used as a beam of 7.2 m effective span with the ends being partially fixed. The loading consists of a point load of 160 KN at the centre of the span and a uniformly distributed load of 60KN which includes the weight of the beam itself. The rigidity of the end connections is such that the slope at the ends is 4 M× 10^(-8) where M is the end moment in Nm. End moments
I have rephrased the question to allow for better comprehension so that you can better help me. Using the slope and deflection method: Calculate the value of the end moments E= 200GN/m^2, if a rolled steel joist 560mm ×180mm (I =700×10^(-6) m^4) is used as a beam of 7.2 m effective span with the ends being partially fixed. The loading consists of a point load of 160 KN at the centre of the span and a uniformly distributed load of 60KN which includes the weight of the beam itself. The rigidity of the end connections is such that the slope at the ends is 4 M× 10^(-8) where M is the end moment in Nm. End moments
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I have rephrased the question to allow for better comprehension so that you can better help me.
Using the slope and deflection method:
Calculate the value of the end moments E= 200GN/m^2, if a rolled steel joist 560mm ×180mm (I =700×10^(-6) m^4) is used as a beam of 7.2 m effective span with the ends being partially fixed. The loading consists of a point load of 160 KN at the centre of the span and a uniformly distributed load of 60KN which includes the weight of the beam itself. The rigidity of the end connections is such that the slope at the ends is 4 M× 10^(-8) where M is the end moment in Nm.
End moments answer given: 70.43 KNm
![A rolled steel joist, 560 mm × 180 mm (I = 700 × 10 6 m*) is used as a beam of 7.2 m
2)
effective span, the ends being partially fixed. The load consists of a point load of 160 kN at the
centre of the span and a uniformly distributed load (including weight of the beam itself) of 60
kN. The rigidity of the end connections is such that the slope at the ends is 4 M x 10 -8 where M
is the end moment in N m. Calculate the value of the end moments. E = 200 GN/m². [Ans. 70.43
kNm]
160 kN
Maa
MBA
w kN/m
7.2 m.
R.
R,](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fce661b68-7c0d-42e5-a06c-ad268848d292%2F8fa07bf2-9d4d-4e0b-9cba-1f8a52540a53%2Fgnkk4oc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A rolled steel joist, 560 mm × 180 mm (I = 700 × 10 6 m*) is used as a beam of 7.2 m
2)
effective span, the ends being partially fixed. The load consists of a point load of 160 kN at the
centre of the span and a uniformly distributed load (including weight of the beam itself) of 60
kN. The rigidity of the end connections is such that the slope at the ends is 4 M x 10 -8 where M
is the end moment in N m. Calculate the value of the end moments. E = 200 GN/m². [Ans. 70.43
kNm]
160 kN
Maa
MBA
w kN/m
7.2 m.
R.
R,
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