TOMCAT 12 × 12 Plated: identification, bolts and load-chart scope

Stop and keep the modules unloaded. Compare references, orientation and visible end-plate condition first. The manual calls for alignment without excessive force; permanent plate distortion and worn holes are inspection concerns. Do not drill or grind the holes. Have the responsible competent person assess an unresolved mismatch before use.

Do not assume so. Identify the supplied bolt, nut and any threaded component, then consult the applicable product-specific instructions together with Part 1. The general manual’s torque statement has a threaded-steel-component condition; it is not a substitute for identifying the connection. Record the approved setting and tightening check before loading.

To discuss equipment or assistance for a quote, identify the sections and fasteners already known and the missing documents. We can assess completing an assembly with documented hardware or alternative supply for the intended function. A same-diameter replacement bolt is not enough: the connection and product-specific instructions must match the system. The inquiry can start before the inventory is complete.

Not through the simple-span table alone. Compare the actual supports, orientation and attachment points with the chart’s assumptions. Check its notes on repetitive use and deflection criteria with the designer. Do not subtract truss self-weight a second time from data that already accounts for it, or convert a distributed rating into permission for one central load. Obtain a qualified assessment for cases outside the chart.

Start with the intended effect and tentative position of each element so we can compare a truss line with another equipment layout. Identify the Plated connection, references and supports; the Light-Duty name alone does not establish a safe application. A corner or three-dimensional structure needs its own documented case, even when it uses the same sections.

For a conference or awards presentation, sketch the lectern, panel, presentation and photo positions alongside screens, cameras and circulation routes. We can compare lighting and scenic backdrop positions, including an alternative with documented independent supports. This lets us discuss the visual result before fixing the geometry; any alternative must also account for its floor footprint and access routes.

The proposal can distinguish truss sections and connections, supported equipment, and the scope of installation, removal and event assistance. Tell us whether the venue permits suspension and who provides information on its rigging points; authorization is not assumed. Identify logos, drapes and other backdrop elements during the inquiry. Their loads, attachments and the complete system must be confirmed before installation. Ask about availability when preparing the proposal.

An inventory of labels, lengths, plates and hardware, with inspection status and available documents, helps guide the inquiry. We can discuss those pieces or alternative supply and assistance to be agreed on. Remote review does not release the assembly for use; applicable Part 2, hardware and torque requirements must be resolved before assembly.