user defined element loads

[yakubu]

friends; 1-I make a vertically evenly distributed load input to the outer shears of the basement so that there is a wall load. Likewise, I enter a single load on the columns on which the ladder weight is supported. But I can see these loads in what reports, why can I monitor them in 3D data entry? Can you help me? 2- In mixed systems, when our alphas value is between 0.40 and 0.66, we decrease the R coefficient. For example, Rx=5.7 , Ry=5.22 Do we need to re-enter these values into the analysis? When we enter, the program goes to a reduction again. What is the truth of this thing? Sample project is attached.

 

[efsane]

the authorities know better and they will answer as soon as possible, but I wanted to add something. In the mixed system, we enter the r coefficients of 6 and enter the r coefficients in the account that comes out at the end of the analysis. When we take and analyze the steps 4, the r coefficients come out as 3.50-3.40. After 2-3 projects, I realized that it happened when the basement curtains were thrown. There is a fine detail that we did not pay attention to, but I can't know...

 

[HakanŞahin]

Friends; 1-I am entering a vertically distributed load to the outer shears of the basement so that there will be a wall load. Likewise, I enter a single load to the columns on which the ladder weight is supported. But I can see these loads in what reports, why in 3D data entry Can you help?

You can prepare a report by selecting the element user loads option in the optional report. However, you can only get the report of the loads entered on the columns and beams. The loads of the panels are not printed in the report. In the 3D frame, the loads of the panels are displayed with the "Floor Loads-Shell option". There is no load definition for the columns in your project, so you can't see them. The loads of the columns are displayed with the "Element Loads-User" option. Finally, the loads of the elements can be seen by selecting the element and right clicking on the "change load" command. You can also check in this way. .

2-On Hybrid systems When our alphas value is between 0.40 and 0.66, we decrease the R coefficient. For example, Rx=5.7 , Ry=5.22 Do we need to re-enter these values into the analysis? When we enter, the program goes to a reduction again. What is the truth of this thing? The sample project is attached.

Give the initial value of the R coefficient for mixed systems. If the R coefficient is insufficient when you receive a report after the analysis, the program will warn you and suggest an R coefficient in the report. (R=Rnc +1.5alfsas(ryp-rnç)) or you can calculate the new R coefficient by looking at the alphas value yourself. You need to re-enter these coefficients and repeat the analysis. Good work

 

[HakanŞahin]

even in a normal system, when we take the r and analyze it, the r coefficients are 3.50-3.40. After 2-3 projects, I realized that it happened when the basement curtains were thrown. There is a fine detail that we did not pay attention to, but I can't know. ..

If B1 irregularity occurs in the system and the Ncmin value is in the range of 0.6-0.8, the R coefficient may be reduced by multiplying it by 1.25Ncmin.