A 400 mm square column carries a dead load (Gk) of 1050 kN and imposed load (Qk) of 300 kN. The safe bearing capacity of the soil is 170 kNm2. Design a square pad footing to resist the loads assuming the following material strengths: fcu 35 N/mm2 , fy 500 N/mm² Dead load on foundation 1050 kN and Imposed load : 410kN

A 400 mm square column carries a dead load (Gk) of 1050 kN and imposed load (Qk) of 300 kN. The safe bearing capacity of the soil is 170 kNm2. Design a square pad footing to resist the loads assuming the following material strengths: fcu 35 N/mm2 , fy 500 N/mm² Dead load on foundation 1050 kN and Imposed load : 410kN

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter11: Load And Resistance Factor Design (lrfd)

Section: Chapter Questions

Problem 11.3P: Repeat Problem 11.1 based on LRFD using the following factors: load factor for dead load = 1.25 load...

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Repeat Problem 11.1 based on LRFD using the following factors: load factor for dead load = 1.25 load factor for live load = 1.75 strength reduction factor on the ultimate bearing capacity = 0.50 11.1 A continuous foundation is required in a soil where , , and . The depth of the footing will be 1.0 m. The dead load and the live load are 600 kN/m and 400 kN/m, respectively. Determine the required width for the foundation based on allowable stress design with FS = 3, using Eq. (6.10) and Table 6.1.
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