Questions?

[eissenhover]

QUESTION-1) HOW CAN I CALCULATE THE WEIGHT TYPE (STONE) WALL ACCOUNT? QUESTION-2) Architectural sections are available in the add-on I uploaded, excluding the thickness of the foundation. The bottom of this channel will remain 120 cm below the 0 level, that is, the soil force will act on the side walls of the channel. I think that if I analyze this channel in idecad as basic + 2 side screens, I think I will get out of it. What do you think, would such an analysis be correct for the channel principle? Also, I think it is not possible for me to give the inclined (chamfered) area at the base in idecad. I will define a lateral load on the side bulkheads that will be subjected to ground forces. I will create and effect lateral load combinations as I learned from the idecad forum. besides, what will be the value of the curtain? How many tf/m2 value would be correct. nFor example, 1 tf/m2, if I put a one-ton force on m2, would it be too much or less? Question-3) When defining lateral load for curtains, I define two combinations, 1.4g+1.6q+1.6H and 0.9g+1.6H, as explained in the forum, and select the relevant curtain and add horizontal load. I select the H line from below and enter the value of the load. When I examine the screen analysis report, only one of the two combinations that I have defined appears. why don't two of them come out. WHEN I CHOSE LINE H BELOW, CAN'T THE PROGRAM ASSUME ALL THE COMBINATIONS WITH H? OR I SHOULD SAY H1 AND H2 FOR THE TWO COMBINATIONS AND ADD HORIZONTAL LOAD, ADD BI H1 AND THEN ADD ADDITIONAL HORIZONTAL LOAD AND ADD H2 TOGETHER, I DID NOT UNDERSTAND, CORRECT?

 

[Levent Özpak]

QUESTION-1) WHERE CAN I CALCULATE THE WEIGHT TYPE (STONE) WALL ACCOUNT I DO NOT HAVE A PACKAGE PROGRAM TO MAKE CALCULATIONS?

Hello, "Reinforced Concrete Buildings-Prof. Dr. Zekai CELEP" and "Retaining Walls-Mustafa Duzgun" as a source. The bottom of this channel will remain 120 cm below the 0 level, that is, the soil force will act on the side walls of the channel. I think that if I analyze this channel in idecad as basic + 2 side screens, I think I will get out of it. What do you think, would such an analysis be correct for the channel principle? Also, I think it is not possible for me to give the inclined (chamfered) area at the base in idecad. I will define a lateral load on the side bulkheads that will be subjected to ground forces. I will create and effect lateral load combinations as I learned from the idecad forum. besides, what will be the value of the curtain? How many tf/m2 value would be correct. nFor example, 1 tf/m2, if I put a one-ton force on m2, would it be too much or less? [/quote] The horizontal load acting on the panel can be calculated from "Gamma*H*Ka" (Unit Volume weight*height*Static pressure coefficient).

question-3) When defining lateral load for frets, I define two combinations, 1.4g+1.6q+1.6H and 0.9g+1.6H, as explained in the forum, select the relevant fret and add horizontal load. I select the line and enter the value of the load. When I examine the curtain analysis report, only one of the two combinations that I have defined appears. Why can't both of them appear. WHEN I CHOSE LINE H FROM BELOW, I CANNOT ASSIGN ALL THE COMBINATIONS WITH H IN THE DOWNLOAD? ADD AND THEN ADD HORIZONTAL LOAD ADDITIONAL H2 I DID NOT UNDERSTAND IT CORRECTLY?

All the loading combinations defined in the program are shown in the "Loads and Combinations" report section. If you add the project, we can examine the loading combinations that are not visible in the report. Good work.