1. Calculate the overturning moment. Blank 12. Calculate the righting moment. Blank 23. Determine the adequacy of the retaining wall against overturning considering a minimum of 1.5 factor of safety. (Stable orUnstable) Blank 34. Determine the adequacy of the retaining wall against sliding considering a minimum of 1.5 factor of safety. (Stable or Unstable)Blank 45. Calculate the maximum soil pressure. Blank 56. Calculate the minimum soil pressure. Blank 67. Design the spacing of the main reinforcement of the stem section of retaining wall using 28 mm diameter bar. Consider a loadfactor of 1.6, clear concrete cover of 75 mm and 12 mm diameter bar ties. Round off to whole number in mm. Blank 7Blank 1 Add your answerBlank 2 Add your answerBlank 3 Add your answerBlank 4Add your answerBlank 5 Add your answerBlank 6 Add your answerBlank 7 Add your answer A 6.0 m cantilever retaining wall with a surcharge of 15 KPa on the level of backfill.Use the following values:soil weight = 18 KN/m3,concrete weight = 23.5 KN/m3,angle of internal friction of soil = 33 degrees,coefficient of sliding friction (concrete on soil) = 0.5,compressive strength of concrete = 21 MPa;,yield strength of steel = 414 MPa,allowable soil pressure = 250 kPa.SURCHARGE = 15 kPa400 mm6 m1800 mm600 mm800 mm600 mm1.5 m

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A 6.0 m cantilever retaining wall with a surcharge of 15 KPa on the level of backfill. Use the following values: soil weight = 18 KN/m3, concrete weight = 23.5 KN/m3, angle of internal friction of soil = 33 degrees, coefficient of sliding friction (concrete on soil) = 0.5, compressive strength of concrete = 21 MPa;, yield strength of steel = 414 MPa, allowable soil pressure = 250 kPa. SURCHARGE = 15 kPa 400 mm 6 m 1800 mm 600 mm 800 mm 600 mm ... 1.5 m

A 6.0 m cantilever retaining wall with a surcharge of 15 KPa on the level of backfill. Use the following values: soil weight = 18 KN/m3, concrete weight = 23.5 KN/m3, angle of internal friction of soil = 33 degrees, coefficient of sliding friction (concrete on soil) = 0.5, compressive strength of concrete = 21 MPa;, yield strength of steel = 414 MPa, allowable soil pressure = 250 kPa. SURCHARGE = 15 kPa 400 mm 6 m 1800 mm 600 mm 800 mm 600 mm ... 1.5 m

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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