Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. A 100 KN 3 m 37.5 kN/m + E = 200 GPa 3 m + B 75 kN/m 4 m I = 213 (106) mm4 C
Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. A 100 KN 3 m 37.5 kN/m + E = 200 GPa 3 m + B 75 kN/m 4 m I = 213 (106) mm4 C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Using the slope-deflection method, determine the end moments and the reactions at
the supports of the beam shown. Support B has a settlement of 8mm.
A
37.5 kN/m
podan.gru
A
6 m
100 KN
3 m + 3 m
E = 200 GPa
120 KN
Į
B
Using the slope-deflection method, determine the end moments and the reactions at
the supports of the beam shown.
4 m
6 m
120 KN
B
D
75 kN/m
4 m
I=213 (106) mm4
-4 m
21
E = 200 GPa
I= 500 (106) mm4
E
150 KN
-4 m
F
C
4 m
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