1- Given Data Column Footing fé fy D = 350 Kips = 250 Kips = 3.25 ksi = 60 ksi 40 in x 30 in qa = 2.7 ksf fy fe = 60 ksi = 3.25 ksi Find: suitable rectangular footing design for L/B = 1.6. • There is no need to determine the development length. • Iksf = 47.5 kPa В X= 40 in L 2- If the footing of previous question is on the following soil layers, estimate the settlement at the corner of it. Soil is layered clays with on sand seam from footing base to silt layer at -19 m; footing at -1 m. (u = v = 0.3) a. Es from 1 m to 4 m = 35 Mpa b. Es from 4 m to 9 m = 60 Mpa c. Es from 9 m to 13 m = 75 Mpa d. Es from 13 m to 16 m = 80 Mpa e. Es from 16 m to 19 m 800 Mpa %3D Y=30 in

1- Given Data Column Footing fé fy D = 350 Kips = 250 Kips = 3.25 ksi = 60 ksi 40 in x 30 in qa = 2.7 ksf fy fe = 60 ksi = 3.25 ksi Find: suitable rectangular footing design for L/B = 1.6. • There is no need to determine the development length. • Iksf = 47.5 kPa В X= 40 in L 2- If the footing of previous question is on the following soil layers, estimate the settlement at the corner of it. Soil is layered clays with on sand seam from footing base to silt layer at -19 m; footing at -1 m. (u = v = 0.3) a. Es from 1 m to 4 m = 35 Mpa b. Es from 4 m to 9 m = 60 Mpa c. Es from 9 m to 13 m = 75 Mpa d. Es from 13 m to 16 m = 80 Mpa e. Es from 16 m to 19 m 800 Mpa %3D Y=30 in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find the value of B if the Allowable load for the footing Qa = 580KNUse Terzaghi's equation
Q.6 A column 12" square with fe' = 5 ksi reinforced with 8 #10 bars of fy= 60 ksi, supports a service load of 91.87 kips (factored load=113.17 kips). The allowable soil pressure is 3.904 k/ft. Design a square footing with base 5' below surface. Take unit weight of soil as 100 psf. (14)
Problem (2.8):The load-settlement data obtained from load test of a square plate of size (1ft) are as shown below. If a square footing of size (7t) settles (0.75 inch), what is the allowable soil pressure of the footing? Consider sandy soil. Load (Tsf) Settlement (inch) 10 0.4 14 0.6 16 0.8 19 1.0 0.1 0.2 0.3
Design of Isolated Footing Footing Question: (See photo) Note: Avoid rounding off values in the course of solution proper as much as possible. ROUND OFF ONLY AT THE FINAL ANSWER.
A square footing having the dimension of 24 x24 (B=L=24) is to beconstructed on a deep clay deposit. Superstructural stress is calculated as 150 kPa. Thefoundation will rest at the depth of 2 m from the surface. The groundwater table is located onthe surface and the saturated unit weight of the clay is 17 kN/m3. Determine the depth of theborehole considering both de Beer’s rule and the Turkish Earthquake Code (2018).
X=30 Pls answer this question correctly. Explain every portion and try keep handwriting good
SHOW FULL SOLUTION If the answers are not in the solution just leave the correct solution and answer THE EXPECTED ANSWERS ARE THE FF:1.) 209.40 Kpa 2.) 2.92 x 2.92 m3.) 452.88Kn-m
Calculate the intensity of stress below the centre of footing at depth of 8m due to load of 2000 KN/m² over the footing area of 5 mx 5 m. (Consider 2V: 1H Spread)
Foundation example
A rectangular footing 1.5 m x 1 m is shown in Figure below, Determine the magnitude of the gross ultimate load applied eccentrically for bearing capacity failure in soil. Use Effective Area Method. 0.1 m y = 18 kN/m = 30 F Im 1.5 m 0.1 m}+>{ m Select one: O a. 752 KN O b. 276 KN O c. 572 KN O d. 627 KN
CEN-333 Geotechnical
Q3: Shallow footing shown in Figure below calculate the: 7-l90 kN/m2 Es KNIM2 1 m IMX2m lo00 Ms =0.3 600 M I, 12 2 0.611 0.0o38 10 2 0-64l 0.03 1o00 IF=0-685 Rock 8.