It is requested to dimension the bending wall (similar to figure 2) in order to resist tipping and slipping, considering parameter values geometric and geotechnical according to the table. v (kN/m) с (КРа) Ø (") H (m) q (kN/m?) 18 29 3 20 Note: use data provided in figure 02 for pre-dimensioning. be bat 20 сm (min) bi: (8% a 10%) н H B: (40% a 70%) H D: 20 cm (min) ou (8% a 10%) H
It is requested to dimension the bending wall (similar to figure 2) in order to resist tipping and slipping, considering parameter values geometric and geotechnical according to the table. v (kN/m) с (КРа) Ø (") H (m) q (kN/m?) 18 29 3 20 Note: use data provided in figure 02 for pre-dimensioning. be bat 20 сm (min) bi: (8% a 10%) н H B: (40% a 70%) H D: 20 cm (min) ou (8% a 10%) H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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