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For the building shown in the figure below, the load was (ql-150 kN/m2), after 2.0 year the load becomes (q2-200 kN/m2) due to construction of new stories fined the total consolidation settlement under point A. 7 m 3.5 m Plan 7 m 3.5 m 1 m Sand soil y 18.5 kN/m? , Yu 20 kN/m wr ip0.8 1m Profile 1m Clay soil Y"21 kN/m2 , Pc=80 kN/m ,Cv=4 m2/year, 3 m Cc=0.4, Ca 0.015 , e-0.5

For the building shown in the figure below, the load was (ql-150 kN/m2), after 2.0 year the load becomes (q2-200 kN/m2) due to construction of new stories fined the total consolidation settlement under point A. 7 m 3.5 m Plan 7 m 3.5 m 1 m Sand soil y 18.5 kN/m? , Yu 20 kN/m wr ip0.8 1m Profile 1m Clay soil Y"21 kN/m2 , Pc=80 kN/m ,Cv=4 m2/year, 3 m Cc=0.4, Ca 0.015 , e-0.5

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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Example For the building shown in the figure below , the load was (ql=150 kN/m?), after 2.0 year the load becomes (q2=200 kN/m²) due to construction of new stories fined the total consolidation settlement under point A. 7 m 3.5 m Plan 7 m 3.5 m A 1 m Sand soil y-18.5 kN/m? , Yat. 20 kN/m WT ip-0.8 1m Profile 1 m Clay soil Y 21 kN/m? , Pc=80 kN/m? ,Cv=4 m?/year, Cc=0.4 , Ca= 0.015 , e=0.5 3 m
Transcribed Image Text:Example For the building shown in the figure below , the load was (ql=150 kN/m?), after 2.0 year the load becomes (q2=200 kN/m²) due to construction of new stories fined the total consolidation settlement under point A. 7 m 3.5 m Plan 7 m 3.5 m A 1 m Sand soil y-18.5 kN/m? , Yat. 20 kN/m WT ip-0.8 1m Profile 1 m Clay soil Y 21 kN/m? , Pc=80 kN/m? ,Cv=4 m?/year, Cc=0.4 , Ca= 0.015 , e=0.5 3 m
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