Repeat Problem 11.1 based on LRFD using the following factors:load factor for dead load = 1.25load factor for live load = 1.75strength reduction factor on the ultimate bearing capacity = 0.5011.1 A continuous foundation is required in a soil whered = 10 kN/m², = 26°, and y = 19.0 kN/m³. The depth of thefooting will be 1.0 m. The dead load and the live load are 600 kN/mand 400 kN/m, respectively. Determine the required width for thefoundation based on allowable stress design with FS = 3, using Eq.(6.10) and Table 6.1.

The bearing capacity as per LRFD in continuous footing is given by: Where, Therefore,

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 d = 10 kN/m², d' = 26°, and y = 19.0 kN/m³. 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.

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 d = 10 kN/m², d' = 26°, and y = 19.0 kN/m³. 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.

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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