retaining wall

[prjm]

Good day 1- What is the Soil Static Equivalent Reduction Coefficient (r) in the settings when performing retaining wall analysis, how many should be taken? 2- Can the slope of the retaining wall be reversed? 3- After the retaining wall analysis, everything saves but the reinforcements still give red, what does that mean? 4- In order to throw more cross-ties on the retaining wall, we enter a cross-tie from the drawing, how can this reinforcement be added to the bill of quantities?

 

[Emrah YILDIZ]

Hello, 1- How much r coefficient you will get is stated in TBDY 2018 Table 16.7. By examining the table, you can choose according to the amount of displacement you will allow. 2- If what you mean by reverse slope is to define the slope in front of the console on the back of the console, it is not possible in this program. You can only define the console faceplate as curved. 3- Here it means that there is a lack of reinforcement. After selecting larger diameters for the retaining wall from the reinforcement selection dialog and unchecking the 'DS' column, the retaining wall analysis is repeated. 4- The reinforcements you draw manually are not added to the bill of quantities automatically. You can arrange them using the two-dimensional possibilities. Good work.