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Figure: (ଗh-a NY S8=17 NASS=71 4m D=53KN 0 ( 0 .a 0 0 0/0/0 201-²1 .f

Figure: (ଗh-a NY S8=17 NASS=71 4m D=53KN 0 ( 0 .a 0 0 0/0/0 201-²1 .f

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Check if the soil will be overstress

535 MM دست Figure: D=43KN | L=55KN 4m P₂ NEL WWW 3.5m D=53KN | L = 35 KN 10-20mmd both ways 1.5m 0 3.5m x 3.5m. square footing " 0 fo a TIN V NGL LºL 0 0/0/0. L=10m beam U ५. .ܘܢ NGL REAR
Transcribed Image Text:535 MM دست Figure: D=43KN | L=55KN 4m P₂ NEL WWW 3.5m D=53KN | L = 35 KN 10-20mmd both ways 1.5m 0 3.5m x 3.5m. square footing " 0 fo a TIN V NGL LºL 0 0/0/0. L=10m beam U ५. .ܘܢ NGL REAR
Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line. m
Transcribed Image Text:Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line. m
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