Tekla to SAP2000 & SAFE Conversion

@androaiad

Hello, I am a Strucutral engineer with 9+ years experience, I am expert in Structural analysis and designs of different structures using SAP2000 so i can do the required design drawings and calculations in the required time. I have finished similar projects before and finished 600+ projects. Please check my portfolio and reviews. Thanks.

@azraazeen9

With my extensive expertise in both civil and mechanical engineering, including a profound working knowledge of Tekla, SAP2000, SAFE, and ETABS, I am confident that I am the ideal freelancer to take on your project. I have consistently utilized these software to accurately replicate complex structural models, run thorough analyses that meet specified tolerances and codes such as Eurocodes or AISC, and efficiently design elaborate foundation systems just as you require. Adding value to your project will be my familiarity with geotechnical engineering - relevant for designing reliable soil springs in ETABS or SAFE for your foundation system. In conclusion, by hiring me you gain an experienced professional dedicated to meeting your targets within agreed timelines while guaranteeing maximum quality standards . Let's start this collaborative work aiming at surpassing the baseline acceptance criteria

@maksimi3

Hi, Hope you are doing well I can support you with rebuilding your Tekla steel structure in SAP2000 for independent global analysis, and then developing the foundation system in ETABS or SAFE based on extracted reactions. The workflow you described is clear: geometry replication, load case alignment, validation of deflections/reactions, and then transfer into a foundation model with soil spring behavior. I can ensure the SAP2000 model mirrors your Tekla file in terms of member layout, section properties, and connectivity so the analytical results remain consistent within your ±5% tolerance requirement. After that, I can proceed with the foundation modeling, including slabs, footings, tie beams, and full design checks per the agreed code (AISC / Eurocode or other). thanks. Maksim

@ayesha86664

Hi there! You are asking to recreate a Tekla steel model in SAP2000 and design foundations in ETABS or SAFE, and the real challenge is keeping geometry, connectivity and load paths consistent across platforms without drift in reactions. I recently supported a structural conversion where a steel frame was transferred from BIM to analysis model and calibrated so deflection and reaction variance stayed under 5 percent. That required careful section mapping and load case reconstruction. I will rebuild your model in SAP2000 directly from Tekla or IFC, verify analysis alignment, then develop the foundation system in ETABS or SAFE using correct soil spring modelling and code-based checks. Check our work: https://www.freelancer.com/u/ayesha86664 Which design code do you want finalised for superstructure and foundation checks, and do you already have soil spring values available? I am ready to start, just say the word. Best Regards, Ayesha

@juancarlosa42

Hi, I understand you need to convert a complete steel structure from Tekla into SAP2000 for a new global analysis and member design, followed by developing a foundation model in ETABS or SAFE. The goal is to accurately replicate geometry, connectivity, and load cases to ensure consistent results, then design the foundation system with realistic soil interaction and full design checks under the selected code. I have extensive experience translating complex Tekla models into SAP2000 and SAFE, ensuring precise geometry alignment and consistent analytical behavior. My background includes structural design and finite element analysis for steel and concrete systems using AISC and Eurocode standards, with a focus on validation accuracy and optimization of member performance. I will deliver verified SAP2000 and foundation models, complete design checks, and a concise calculation report detailing all assumptions and governing code references. Warm regards, Juan

@mohjib092

Hi there, Sap specialist , can you please come to the chat box so we can easily discuss in details, Please share structure as well for , Thank You