Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Recent content by CSIESPL INDIA
-
Performance of 3DExperience
It is common for users to experience slowdowns due to various factors associated with cloud-based applications like 3DExperience, there are actionable steps you can take to mitigate these issues through network optimization, hardware upgrades, software configuration adjustments, regular...- CSIESPL INDIA
- Post #2
- Forum: DASSAULT: CATIA products
-
How to show column landing on top of beam in plan
On the second-floor plan, you should show the columns that begin at this level. Typically, columns are represented as filled squares or rectangles (depending on their shape) with their dimensions noted. It is important to indicate that these columns extend upward to the roof. This can be done...- CSIESPL INDIA
- Post #2
- Forum: Structural engineering general discussion
-
Suspension Bridge Design Examples
If you’re interested in learning about the design of suspension bridges, particularly focusing on the cables that support them, there are several authoritative textbooks, manuals, and online resources that can provide you with comprehensive knowledge and practical examples. Bridge Engineering”...- CSIESPL INDIA
- Post #2
- Forum: Bridge engineering
-
Please make 'Bridge Engineering' more prominent
Yes, you are right- CSIESPL INDIA
- Post #2
- Forum: Forum Platform
-
SAP2000 Truss Bridge Bracing
If you draw only half of the bracing system in SAP2000, make sure you are properly accounting for symmetry. In structural analysis software like SAP2000, you can sometimes model only half of the structure if it is symmetrical, and the software will apply the loads accordingly to both halves.- CSIESPL INDIA
- Post #4
- Forum: Bridge engineering
-
enquiries on etabs software
When you encounter the warnings in ETABS stating that “THE STRUCTURE HAS NO (UNDERSTAND) MASS; NO EIGEN MODES CAN BE FOUND” and “NO EIGEN MODES CAN BE FOUND,” it indicates that the software is unable to compute the dynamic properties of your structure due to a lack of defined mass. This...- CSIESPL INDIA
- Post #3
- Forum: Student Engineer General Discussion
-
spandrell and frame beam produce different results etabs
You indicated using a bending stiffness modifier of 0.15 for both frame elements and spandrels. However, if the effective stiffness of the spandrel is lower due to its connection details or geometry (e.g., door openings), it could lead to increased deflection and thus higher moments and shear...- CSIESPL INDIA
- Post #2
- Forum: Moment Frame & Shear Wall engineering
-
Error 9 on SAP2000 "subscript out of range" ,help
The “Error 9: Subscript out of range” message in SAP2000 typically indicates that the program is attempting to access an array element or a collection item that does not exist. This can occur due to various reasons, including corrupted files, issues with user settings, or problems with the...- CSIESPL INDIA
- Post #4
- Forum: Computers and Structures: SAP2000
-
shear+torsion reinforcement in ETABS
The display on screen might reflect real-time calculations or adjustments made during the design process, while the summary table may represent finalized values after all checks and balances have been applied. The software allows users to set preferences that can affect how results are...- CSIESPL INDIA
- Post #2
- Forum: Structural engineering general discussion
-
ETABS - inclined support
1.Start by opening your existing ETABS model or create a new one. 2.Go to the “Define” menu at the top of the interface and select “Supports.” This opens the support definition dialog box. 3.Click on “Add New Support” to create a new support type. 4. In the support type options, choose “Roller”...- CSIESPL INDIA
- Post #3
- Forum: Structural engineering general discussion
-
Composite column definition error in ETABS
When designing concrete-filled composite columns in ETABS, particularly in version 22.1, several factors can contribute to the errors you are encountering. 1. In your case, a concrete-filled composite column consists of a steel section filled with concrete, which enhances its load-carrying...- CSIESPL INDIA
- Post #2
- Forum: Structural engineering general discussion
-
Scia engineer seismic design
1. Scia Engineer is a powerful structural analysis and design software that provides various tools for modeling, analyzing, and designing structures 2. While Scia Engineer may not have a dedicated module specifically for shear wall design, you can still effectively utilize its features for...- CSIESPL INDIA
- Post #2
- Forum: Moment Frame & Shear Wall engineering
-
SAP2000 Staged Construction "Change section" does't work
When working with SAP2000 and attempting to change the section of a beam during staged construction, there are several steps and considerations that must be taken into account to ensure that the changes are applied correctly 1. Ensure that your model is set up correctly. You mentioned creating a...- CSIESPL INDIA
- Post #2
- Forum: Student Engineer General Discussion
-
What specific types of data embedded within a BIM model are most valuable for facility management?
BIM data types tailored to various facility management tasks, organizations can significantly improve their operational effectiveness while reducing costs associated with maintenance and resource utilization. https://csiespl.com/- CSIESPL INDIA
- Post #3
- Forum: Building Information Modeling BIM
