QUESTION 1 A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC and point load of 40 kN on span CD as shown in Figure 1. Assume A is a fixed support and B, C are roller support. El is constant. " DCD. haha 15 kN/m 40 kN 6m 9 m 4 m B Figure 1: Continuous beam [Rajah 1: Rasuk berterusan] By implementing the displacement methods of analysis that you have learnt in Structural Analysis I, calculate the internal moment at each support of the beam: [Dengan melaksanakan kaedah analisis anjakan yang telah anda pelajari dalam Analisis Struktur 1, kira momen dalaman pada setiap sokongan rasuk:] i. By using the method of slope deflection equations. [Dengan menggunakan kaedah persamaan cerun - pesongan.] *

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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QUESTION 1
A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC
and point load of 40 kN on span CD as shown in Figure 1. Assume A is a fixed support
and B, C are roller support. El is constant.
"
DCD -
bahan
15 kN/m
40 kN
9 m
4 m
B
Figure 1: Continuous beam
[Rajah 1: Rasuk berterusan]
By implementing the displacement methods of analysis that you have learnt in Structural
Analysis I, calculate the internal moment at each support of the beam:
[Dengan melaksanakan kaedah analisis anjakan yang telah anda pelajari dalam Analisis Struktur 1, kira
momen dalaman pada setiap sokongan rasuk:]
i.
By using the method of slope deflection equations.
[Dengan menggunakan kaedah persamaan cerun - pesongan.]
6m
*
Transcribed Image Text:QUESTION 1 A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC and point load of 40 kN on span CD as shown in Figure 1. Assume A is a fixed support and B, C are roller support. El is constant. " DCD - bahan 15 kN/m 40 kN 9 m 4 m B Figure 1: Continuous beam [Rajah 1: Rasuk berterusan] By implementing the displacement methods of analysis that you have learnt in Structural Analysis I, calculate the internal moment at each support of the beam: [Dengan melaksanakan kaedah analisis anjakan yang telah anda pelajari dalam Analisis Struktur 1, kira momen dalaman pada setiap sokongan rasuk:] i. By using the method of slope deflection equations. [Dengan menggunakan kaedah persamaan cerun - pesongan.] 6m *
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