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Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2?.

Solutions for Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? defined & explained in the simplest way possible. Besides giving the explanation of Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2?, a detailed solution for Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? has been provided alongside types of Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? theory, EduRev gives you an ample number of questions to practice Determine the net ultimate bearing capacity ( q,,, ) of a square footing of size 1.5 m * 1.5 m which is located at a depthof 1.0 m in a clay deposit consisting of two layers. The top layer is 1 m thick and has c1= 1.50 x 10^5N/m? andY, = 16KN/m?*. The bottom layer has c 2; = 0.5 x 10^5N/m? and Y = 15 kN/m?. Assume that the value of ic, = 1.0,nc, = 3.5 ,sc, = 1.29, dc , = 1.27 and take ultimate bearing capacity = 0.8761 x 10^6 N/m^2 ?ANS 860.1 KN/m^2? tests, examples and also practice Civil Engineering (CE) tests.