CONTINUOUS FUNDAMENTAL ANALYSIS ONLY

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coskun3561

New Member
Hello there; They asked me to dimension reinforced concrete foundations under the system they call steel and light steel. They gave the column and wall loads, I want to make continuous foundation analysis, but I cannot do the loadings that can be done on other structural elements on continuous foundations. How can I load a system of continuous foundations? How would you recommend I do the analysis? My system consists of axles that are 3 meters apart in order. I need to load the nodes. Respects
 
Hello, Only the basic solution cannot be done without the superstructure. You can define columns in the system and affect the loads you have on the columns with the command Change/Add element load You can watch the loads you have added by selecting the load type Element load (user) in the Perspective window.
 
"coskun3561":1zvxxrvk" said:
Hi; They asked me to dimension the reinforced concrete foundations under the system they call steel and light steel. They gave me the column and wall loads, I want to make continuous foundation analysis, but I cannot do the loading that can be done in other structural elements on continuous foundations. How can I install the system? How do you recommend me to do the analysis? My system consists of axes with 3 meters intervals in order. I need to load the node points. Regards
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Hello The height is close to 0 where it is necessary to transfer the load on the foundation continuously (if it is 0, the system will not solve) Column or Define shear walls, select the columns on the plan and you can transfer vertical load with the Add Load --> Point Load command in the right button menu. In the same way, you can transfer the distributed load on the foundation with the Add Load --> Vertical load command on the shear walls.
 
I have some hesitations about adding moments. When I mark the moment in add load, the unit stays as tf when it should be tfm. I could not understand whether the distance will be entered while adding and the moment will be added. For example, the values sent to me are as follows. How can I upload them? Can you help me? T= 478 kgf P = 1034 kgf Mx = 7 kgf cm My = 48917 kgf cm If the axles are 5 m apart in the x direction, there are 4 axles in the y direction; ranges : 505-390-505 I will model as a singular basis. The foundations center the axles.
 
I have illustrated how the values you have given should be entered on a column. However, the values given were too small for me. For example, moment Mx is given as 7kgfcm. If this value is converted to tfm, it is 0.00007 tfm. it's like a value.
 
Frankly, it seemed too small to me, but these are the values that the steel company sent me... Let me examine what you sent. Thanks
 
I solved the project as you said. However, in the calculation reports, it is written as 0 in the N-Mx-My sections for single foundation column loads.
 
In the project, you entered a column height of 1 cm. However, in the load parameters, the distance is given as 15 cm. Select the columns and enter their properties. Define the column top level as -235. Also, because the values are small, after getting the report, click Unit Settings from the Display menu and select the force unit kgf.
 
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