Prime AVSolutions
How to Plan Stage & Truss Fabrication: A Producer's Guide

Planning Guides · 9 min read

How to Plan Stage & Truss Fabrication: A Producer's Guide

The actual sequence our producers follow for stage & truss fabrication, from brief to load-out.

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Category
Planning Guides
Read time
9 min
Sections
7
Updated
May 2026

Key takeaway

Plan stage & truss fabrication by fixing guest count, venue and run of show 4–8 weeks out, running a site recce, approving a technical drawing, then protecting a full rehearsal slot before show day. A named show-caller and written backups are what separate a smooth show from a rescue.

Key takeaways

  • T-6 weeks: Load case and design
  • T-4 weeks: Calculations issued
  • T-3 weeks: Site and ground assessment
  • Show day −3 to −1: Build

How stage & truss fabrication is actually delivered

Structure is the one department where getting it wrong is not an aesthetic problem. Every stage and truss build starts from a load case: the dead load of the structure itself, the live load of performers and crew, the suspended loads of lighting, audio and LED, and — outdoors — wind load on any banner, roof or solid surface. We specify from manufacturer load tables for the exact truss type and span, with chain hoists rated well above the working load and point loads calculated per leg. Decks are Layher or aluminium framed systems with a published uniform load rating, and a performance stage is typically designed for 500 kg per square metre of distributed live load.

From enquiry to load-out

  1. T-6 weeks

    Load case and design

    Dead, live, suspended and wind loads established from every department's requirements, then truss and hoist capacities specified.

  2. T-4 weeks

    Calculations issued

    Structural calculations, point-load report and ballast scheme sent to the venue or the appointed structural engineer for sign-off.

  3. T-3 weeks

    Site and ground assessment

    Surface bearing capacity, levels, access routes and anchoring feasibility checked on site for outdoor builds.

  4. Show day −3 to −1

    Build

    Decks, towers, grid and roof built in documented sequence with bolt torque and hoist inspection recorded.

  5. Show day −1

    Load and structural check

    Departments load the grid, then a structural check is performed with the rig in place and again before doors.

  6. Show +4 to +24 hours

    Strike

    De-rig in reverse build order with lifting operations supervised and the area cleared of all other crew.

Who is on site

  • Structural designer

    Produces the load case and the calculations, specifies truss and hoist capacities and signs the point-load report.

  • Crew chief

    Owns the build sequence and the clock, and holds the authority to stop the build if anything departs from the drawing.

  • Lead rigger

    Inspects hoists and hardware, controls all lifting from a single position and signs off before anything goes to trim.

  • Stage carpenter

    Builds decks to level, fits stairs, handrails and edge protection, and closes every gap a heel or a cable could find.

  • Competent person on site

    Performs the structural checks after loading and before doors, and owns the wind management decisions on an outdoor roof.

What you should receive

Deliverables

  • Structural load calculations covering dead, live, suspended and wind cases
  • Point-load report per leg issued to the venue or structural engineer
  • Stage and truss CAD drawing with dimensions, heights and trim
  • Hoist and rigging hardware inspection records for the build
  • Ballast or ground-anchoring scheme with the overturning calculation
  • Wind management plan with staged thresholds for outdoor roof systems
  • Signed build completion and pre-doors structural check record

What we plan around

  • What can go wrong

    Departments add lighting, LED and audio beyond the load the grid was designed for.

    How we prevent it

    A single suspended-load budget is published at T-4 weeks and every department's weight is booked against it; anything added later triggers a recalculation before it is hung.

  • What can go wrong

    A banner-clad roof becomes a sail and the structure approaches its overturning limit in a squall.

    How we prevent it

    The wind management plan sets a numeric speed at which banners come off and a higher one at which the roof is lowered, with an anemometer on site and a named person empowered to act.

  • What can go wrong

    Ballast is placed on soft or wet ground and begins to sink, taking the structure out of plumb.

    How we prevent it

    Ground bearing capacity is assessed before the build, load-spreading plates are specified for soft surfaces, and plumb is re-checked after the first night.

  • What can go wrong

    The venue quotes a rigging capacity that turns out to be an assumption rather than a calculation.

    How we prevent it

    We require written sign-off on point loads and, where it is not forthcoming, quote a ground support system that carries its own load to the floor.

The detail that matters

Ground support and roof systems are where wind becomes the governing factor. A solid or banner-clad roof is a sail, and the force on it rises with the square of wind speed, so every roof design comes with a wind management plan: a speed at which banners are removed, a higher speed at which the roof is lowered or the show stops, and a ballast or ground-anchor scheme calculated for the site's surface. Ballast is not a number we guess — concrete blocks or water ballast are specified against the structure's overturning calculation, and soft ground needs load-spreading plates or a different anchoring approach entirely.

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Get an itemised quote from Prime AV Solutions within 24 hours — call +91 93093 80958 or WhatsApp our producers.

Published 5 May 2026 by the Prime AV Solutions production team.

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