Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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erences Mailings
Review
A A
Aav Po
E M M
x² A. A.
AL
Ty
Paragraph
Analyze the given frame by slope-deflection method.
1 = 0.0008 mª
E = 2x107 kN/m² same for all members
Note: There is support settlement as 5 mm at support A
P1=78KN
P2=19KN
W1-29KN.M
W2=16KN.M
A=4m
B=8m
C=8m
ate
View Help
W
M
¶
PI
P2
y
b
AaBbCcDd AaBbCcDd AaBbC
Normal 1 No Spac... Heading 1
Styles
D
B
wl
w2
5 mm
E
I
y
Edi
OF
35°C Mostly sunny
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Transcribed Image Text:erences Mailings Review A A Aav Po E M M x² A. A. AL Ty Paragraph Analyze the given frame by slope-deflection method. 1 = 0.0008 mª E = 2x107 kN/m² same for all members Note: There is support settlement as 5 mm at support A P1=78KN P2=19KN W1-29KN.M W2=16KN.M A=4m B=8m C=8m ate View Help W M ¶ PI P2 y b AaBbCcDd AaBbCcDd AaBbC Normal 1 No Spac... Heading 1 Styles D B wl w2 5 mm E I y Edi OF 35°C Mostly sunny
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