P-2 A 21.4-m-long HP 360*174 steel pile is 20m-embedded in a clay deposit and 1.4m above ground ( e=1.4m). The pile is free-headed. Assume K= 9200 kN/m², the moment at ground level, Mg=0, and the allowable displacement of pile head =12 mm; Ep=207*10® kN/m²; and Fy = 248 MN/m². Calculate the allowable lateral load, Qg, at the ground level if the soil is a Clay soil with C,-80 kPa . Use the Broms's method. Moment of inertia Designation, size (mm) x weight (kg/m) Flange and web thickness w (m* x 10) Section area Depth d, (mm) (m? x 10-3) Flange width d, (mm) (mm) HP 360 X 174 361 22.2 20.45 378 508 184 7:77 Plastic hinge Deflection Soil reaction Bending moment (a)

P-2 A 21.4-m-long HP 360174 steel pile is 20m-embedded in a clay deposit and 1.4m above ground ( e=1.4m). The pile is free-headed. Assume K= 9200 kN/m², the moment at ground level, Mg=0, and the allowable displacement of pile head =12 mm; Ep=20710® kN/m²; and Fy = 248 MN/m². Calculate the allowable lateral load, Qg, at the ground level if the soil is a Clay soil with C,-80 kPa . Use the Broms's method. Moment of inertia Designation, size (mm) x weight (kg/m) Flange and web thickness w (m* x 10) Section area Depth d, (mm) (m? x 10-3) Flange width d, (mm) (mm) HP 360 X 174 361 22.2 20.45 378 508 184 7:77 Plastic hinge Deflection Soil reaction Bending moment (a)

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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