Answer:
In this case, set the load distribution direction in both directions in the "Edit Surface" dialog box; see Image 01.
Directions of Load Distribution
I have a girder grid with members in the X- and Y-directions. After applying a load using the "Load Distribution" surface type, the members are only loaded in one direction.
How can I load all the members?
Do you have any questions?
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In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
The ASCE 7-22 Standard [1], Sect. 12.9.1.6 specifies when P-delta effects should be considered when running a modal response spectrum analysis for seismic design. In the NBC 2020 [2], Sent. 4.1.8.3.8.c gives only a short requirement that sway effects due to the interaction of gravity loads with the deformed structure should be considered. Therefore, there may be situations where second-order effects, also known as P-delta, must be considered when carrying out a seismic analysis.
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- Calculation of the maximum spacing for stability bracing of beams
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- Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
- Design check of column and brace slenderness ratios
Which Dlubal software products do you recommend for the structural analysis and design of timber structures in particular?
How do I reset the display settings to default?
Why are the maximum deformations not displayed?
How many updates does Dlubal provide for RFEM 6 / RSTAB 9 each month?
Where in RFEM 6 can I find the calculation parameters?
I cannot activate the Tower Design add-on. Why?
