Refer to Figure 5.9. For a rectangular foundation in two-layered clay, given: • B = 0.92 m, L = 1.22 m, D;= 0.92 m, H = 0.76 m • Yı = 17 kN/m³, ø, • Y2 = 17 kN/m³, ¢2 = 0, C(2) = 43 kN/m? Determine the gross ultimate load the foundation can carry. = 0, c1) = 72 kN/m² Gu = Cu(1)N,F«Fed+q cst cd

Refer to Figure 5.9. For a rectangular foundation in two-layered clay, given: • B = 0.92 m, L = 1.22 m, D;= 0.92 m, H = 0.76 m • Yı = 17 kN/m³, ø, • Y2 = 17 kN/m³, ¢2 = 0, C(2) = 43 kN/m? Determine the gross ultimate load the foundation can carry. = 0, c1) = 72 kN/m² Gu = Cu(1)N,F«Fed+q cst cd

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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Question

Solve Problem 5.6 using Eq. (5.11).

Refer to Figure 5.9. For a rectangular foundation in two-layered clay, given:
• B = 0.92 m, L = 1.22 m, D;= 0.92 m, H = 0.76 m
• Yı = 17 kN/m³, ø,
• Y2 = 17 kN/m³, ¢2 = 0, C(2) = 43 kN/m?
Determine the gross ultimate load the foundation can carry.
= 0, c1) = 72 kN/m²

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