Calculate the support reactions in the continuous beam shown in Fig. P.16.30 using the moment distribution method; the flexural rigidity, El, of the beam is constant throughout. Ans. RA=2.7 kN, Rg= 10.6 kN, Rc=3.7 kN, MA=-1.7 kNm.

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Chapter16: Lateral Earth Pressure
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Calculate the support reactions in the continuous beam shown in Fig. P.16.30 using the
moment distribution method; the flexural rigidity, El, of the beam is constant throughout.
Ans. RA= 2.7 kN, Rg=10.6 kN, Rc=3.7 kN, MA=-1.7 kNm.
Transcribed Image Text:Calculate the support reactions in the continuous beam shown in Fig. P.16.30 using the moment distribution method; the flexural rigidity, El, of the beam is constant throughout. Ans. RA= 2.7 kN, Rg=10.6 kN, Rc=3.7 kN, MA=-1.7 kNm.
|7 kN
|1 kN
0.75 kN/m
B
D
A
El
12 m
12 m
12 m
5 m
Transcribed Image Text:|7 kN |1 kN 0.75 kN/m B D A El 12 m 12 m 12 m 5 m
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