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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
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
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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