Steel Formwork Design Package
Budget / Salary$10–30
TypeFreelance project
LocationRemote
Posted1 hour ago
I need a complete steel-formwork design for the walls, slabs and stairs of my current build. The goal is to receive an engineer-ready package that I can hand straight to site crews and the structural checker without extra rework.
What I expect from you is clear: dimensioned formwork drawings (plans, sections and details), connection and support calculations that justify the chosen steel members, and a simple material take-off so procurement can move quickly. A light BIM model—Revit, Tekla Structures or a compatible IFC—will help us visualise clashes and sequencing, but 2D DWG/PDF sheets remain the contract deliverable.
Acceptance will be based on:
• Drawings aligning with the supplied structural grid and levels
• Calculations showing all wall, slab and stair pours stay within allowable deflection and pressure limits
• File formats opening cleanly in AutoCAD 2020 or newer and Revit 2021 or newer
• A short explanatory note that site carpenters can follow at first read
If a detail is missing, tell me early so I can supply the structural model or load tables you need. Let’s get this right the first time.
What I expect from you is clear: dimensioned formwork drawings (plans, sections and details), connection and support calculations that justify the chosen steel members, and a simple material take-off so procurement can move quickly. A light BIM model—Revit, Tekla Structures or a compatible IFC—will help us visualise clashes and sequencing, but 2D DWG/PDF sheets remain the contract deliverable.
Acceptance will be based on:
• Drawings aligning with the supplied structural grid and levels
• Calculations showing all wall, slab and stair pours stay within allowable deflection and pressure limits
• File formats opening cleanly in AutoCAD 2020 or newer and Revit 2021 or newer
• A short explanatory note that site carpenters can follow at first read
If a detail is missing, tell me early so I can supply the structural model or load tables you need. Let’s get this right the first time.
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