Please if you're unable to solve the question. Leave it for who can. Thank you erences MailingsReviewA AAav PoE M Mx² A. A.ALTyParagraphAnalyze the given frame by slope-deflection method.1 = 0.0008 mªE = 2x107 kN/m² same for all membersNote: There is support settlement as 5 mm at support AP1=78KNP2=19KNW1-29KN.MW2=16KN.MA=4mB=8mC=8mateView HelpWM¶PIP2ybAaBbCcDd AaBbCcDd AaBbCNormal 1 No Spac... Heading 1StylesDBwlw25 mmEIyEdiOF35°C Mostly sunny

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Analyze the given frame by slope-deflection method. 1 = 0.0008 mª E = 2x10 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 PI P2 D B wl w2 Ism 5 mm I 35°C Mostly sunny

Analyze the given frame by slope-deflection method. 1 = 0.0008 mª E = 2x10 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 PI P2 D B wl w2 Ism 5 mm I 35°C Mostly sunny

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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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