About stepped foundation drawing

actombo

New Member
Hello, I will do the gradual foundation drawing for the first time. I went through a few titles and couldn't find any healthy information about the subject. My question is, is it to give the foundation and lower it down or to draw a separate foundation for the floor? I tried to draw a separate foundation for the floor. It should not come out of a 2-storey building, or a 50 cm foundation is too frankly, I'm probably making a mistake somewhere. If there is a video or source on this subject, I can review it. I am also attaching the project, I would be glad if you review it. Good work
You do not have permission to view link Log in or register now.
 
"actombo":2g1pgbwh" said:
Hi, I'm going to do gradual baseline drawing for the first time. I've looked through a few topics and couldn't find any healthy information on the subject. My question is whether to give the base a level and lower it down or to draw a separate base for the floor? I drew it separately, I tried but the cross section It did not save, it gave mistakes. The project is not big, large sections should not come out. A 50 cm foundation is too much for a 2-storey building, obviously, I am probably making a mistake somewhere. If there is a video or source on this subject, I can review it. I am attaching the project, I would be glad if you review it. Good work
You do not have permission to view link Log in or register now.
To the "search" box in the upper right corner Type "gradual basis" and press "Search"
You do not have permission to view link Log in or register now.
 
"Ismail Hakki Feeds":oybxd6nn" said:
"actombo":oybxd6nn" said:
Hi, I'm going to do the gradual foundation drawing for the first time. I've looked through a few titles and couldn't find any healthy information on the subject. to draw a separate foundation on the floor? I tried to draw a separate foundation for each floor. I tried to draw it separately, but the cross-section did not save, it gave errors. The project is not large. Large sections should not come out. A 50 cm foundation is too much for a 2-storey building, obviously, I am probably making a mistake somewhere. I can check if there is. I am also attaching the project, I would be glad if you review it. Good work
You do not have permission to view link Log in or register now.
"search" in the upper right corner Type "gradual basis" in the box that says and press the "Search" button.
You do not have permission to view link Log in or register now.
I went through the titles here Mr. İsmail, I couldn't find the information I wanted.
 
"actombo":19zjpluo" said:
Hi, I'm going to do a gradual baseline drawing for the first time. I've gone through a few topics and couldn't find any healthy information on the subject. My question is whether to give the base a denim and lower it or to draw a separate base for the floor? It did not save, it gave mistakes. The project is not big, large sections should not come out. A 50 cm foundation is too much for a 2-storey building, obviously, I am probably making a mistake somewhere. If there is a video or source on this subject, I can review it. I am attaching the project, I would be glad if you review it. Good work
You do not have permission to view link Log in or register now.
Hello, on which floor the columns end is the base. In this sense, the data entry is correct. In the current situation of the project, there are inadequacy due to additional reinforcements in the raft foundation on the ground floor, there is a problem of stapling in two columns on the ground floor and in one column in the basement, a weak floor problem in the basement, a joint cutting safety problem in the S15 column. ers; -Analysis can be done according to the "Enlarge the connection area" option for "Rat Foundation-Superstructure Connection method" in the Analysis Settings/Foundation Floor Tab. -1. Since the basement floor is considered rigid, the perimeter curtains do not need to be marked as "basement" curtains. In this case, perimeter walls will be included in the floor effective shear area in the calculation of B1 irregularity and weak floor problem will not occur. - To solve the stapling problem in the S5 column in the basement, the thickness of the raft is 35 cm. can be done. - In order to avoid stapling control on the raft foundation on the ground floor in S2-S14 and S6 columns continuing to the basement floor, the raft slab edge should be a few cm. can be defined within. - For the column beam joint shear safety problem (B), the 9th article, the link of which is given below, can be examined.
You do not have permission to view link Log in or register now.
Good work
 
"Levent Özpak":3deer5y2" said:
"actombo":3deer5y2" said:
Hello, I'm going to do a gradual foundation drawing for the first time. I've gone through a few topics and couldn't find any good information on the subject. to draw a separate foundation? I tried to draw a separate foundation, but the cross-section did not save, it gave errors. The project is not large, large sections should not come out. A 50 cm foundation is too much for a 2-storey building, obviously, I am probably making a mistake somewhere. If there is a video or source on this subject I can review. I am also attaching the project, I would be glad if you review it. Good work
You do not have permission to view link Log in or register now.
Hello, Which floor do the columns end on? the foundation must be defined on that floor. In this sense, the data entry is correct. In the current situation in the project, there are inadequacy due to additional reinforcements on the raft foundation on the ground floor, stapling problem in two columns on the ground floor and in one column in the basement, weak floor problem in the basement, connection shear safety problem in the S15 column. Suggestions; -Analysis can be done according to the "Enlarge the connection area" option for "Rat Foundation-Superstructure Connection method" in the Analysis Settings/Foundation Floor Tab. -1. Since the basement floor is considered rigid, the perimeter curtains do not need to be marked as "basement" curtains. In this case, perimeter walls will be included in the floor effective shear area in the calculation of B1 irregularity and weak floor problem will not occur. - To solve the stapling problem in the S5 column in the basement, the thickness of the raft is 35 cm. can be done. - In order to avoid stapling control on the raft foundation on the ground floor in S2-S14 and S6 columns continuing to the basement floor, the raft slab edge should be a few cm. can be defined within. - For the column beam joint shear safety problem (B), the 9th article, the link of which is given below, can be examined.
You do not have permission to view link Log in or register now.
Good work
THANK YOU LEVENT.
 
Back
Top