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Draw the DMF on one of the foundation beams (VC) and calculate the axial load on each pilot, generated by a 200 ton-m actuating moment at the base of the plate. VC (0.4x0.8) firm layer plate axis VC (0.4x0.8) rigid shoe 6.0 m 1.5 1.5 3 tip pile L= 8 m; diameter 30 cm E = 2'000,000 ton/m² 6.0 m

Draw the DMF on one of the foundation beams (VC) and calculate the axial load on each pilot, generated by a 200 ton-m actuating moment at the base of the plate. VC (0.4x0.8) firm layer plate axis VC (0.4x0.8) rigid shoe 6.0 m 1.5 1.5 3 tip pile L= 8 m; diameter 30 cm E = 2'000,000 ton/m² 6.0 m

Structural Analysis
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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Draw the DMF on one of the foundation beams (VC) and calculate the axial load on each pilot, generated by a 200 ton-m actuating moment at the base of the plate.

Draw the DMF on one of the foundation beams (VC) and calculate the axial load on each pilot, generated by a 200 ton-m actuating moment at the base of the plate. VC (0.4x0.8) firm layer plate axis VC (0.4x0.8) rigid shoe 6.0 m 1.5 1.5 3 tip pile L= 8 m; diameter 30 cm E = 2'000,000 ton/m² 6.0 m
Transcribed Image Text:Draw the DMF on one of the foundation beams (VC) and calculate the axial load on each pilot, generated by a 200 ton-m actuating moment at the base of the plate. VC (0.4x0.8) firm layer plate axis VC (0.4x0.8) rigid shoe 6.0 m 1.5 1.5 3 tip pile L= 8 m; diameter 30 cm E = 2'000,000 ton/m² 6.0 m
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