Earthquakes In London: Difference between revisions

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===Design===
===Design===


Lorem ipsum dolor sit amet. Ligula suspendisse nulla pretium, rhoncus tempor fermentum, enim integer ad vestibulum volutpat. Nisl rhoncus turpis est, vel elit, congue wisi enim nunc ultricies sit, magna tincidunt. Maecenas aliquam maecenas ligula nostra, accumsan taciti. Sociis mauris in integer, a dolor netus non dui aliquet, sagittis felis sodales, dolor sociis mauris, vel eu libero cras. Faucibus at. Arcu habitasse elementum est, ipsum purus pede porttitor class, ut adipiscing, aliquet sed auctor, imperdiet arcu per diam dapibus libero duis.
From the initial design white card, the technical stage department was tasked in finding a solution to hold hundreds of items on a vertical plan as a back drop. With original ideas of using a cargo net, the department got to work to try and source a net suitable with of taking the weight and also fitting into the budget. Due to the amount to items being placed on this 'cargo net' a decision was made not to use the net as several issue arose; cost, transport and safety loading.


We begin to look at more structural options and with this in mind we purchased one sheet of welded wiremesh. In the first weeks of workshop time we began to load test the mesh, loading to full of items but also 4 stage weights - to a total weight of 100kg - this would allow us to hopefully take a safety factor when putting together a full structure made of wiremesh.
The go ahead was given and the production purchased 14 more sheets of 2440 x 1220 welded wiremesh panels. A piece of box steel was welded onto the top of each panel to allow the weight to be evenly distributed. Holes were then drilled to accomidate a carabiner - this would be our panel connection point to the whole structure. Due to the possible cumulative weight as each pannel is hung off each other, we decided to hang each section of wire mesh individually on two trapeze bars. The whole structure would then be hung off two 1/2 t Load Guard chain hoists onto 8m HV30 Truss.


===Final Ground Plan===
===Final Ground Plan===
Line 88: Line 91:


===Equipment===
===Equipment===


=Stage Management=
=Stage Management=


==Onstage Diagrams==
==Onstage Diagrams==

Revision as of 09:37, 1 June 2016



Earthquakes In London
File:EIL LOGO.PNG
Creative
Director Mark Thompson
Assistant Director
Set and Costume Designer Katherine
Sound Designer Calum Paterson
Video Designer Neil Smith
Lighting Designer Laura Mason
Production Team
Stage Manager Valinto
Deputy Stage Manager Babbette
Assistant Stage Manager [[]]
Assistant Stage Manager [[]]
Technical Stage Manager Stuart Leech
Production Electrician Patrick Hepplewhite
Deputy Production Electrician Rachel Wells
Lighting Crew Louise Charity
Lighting Crew Kirstie Connel
Stats
Venue The Tron Main House
The Cockpit


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Technical Stage Department

Design

From the initial design white card, the technical stage department was tasked in finding a solution to hold hundreds of items on a vertical plan as a back drop. With original ideas of using a cargo net, the department got to work to try and source a net suitable with of taking the weight and also fitting into the budget. Due to the amount to items being placed on this 'cargo net' a decision was made not to use the net as several issue arose; cost, transport and safety loading.

We begin to look at more structural options and with this in mind we purchased one sheet of welded wiremesh. In the first weeks of workshop time we began to load test the mesh, loading to full of items but also 4 stage weights - to a total weight of 100kg - this would allow us to hopefully take a safety factor when putting together a full structure made of wiremesh.

The go ahead was given and the production purchased 14 more sheets of 2440 x 1220 welded wiremesh panels. A piece of box steel was welded onto the top of each panel to allow the weight to be evenly distributed. Holes were then drilled to accomidate a carabiner - this would be our panel connection point to the whole structure. Due to the possible cumulative weight as each pannel is hung off each other, we decided to hang each section of wire mesh individually on two trapeze bars. The whole structure would then be hung off two 1/2 t Load Guard chain hoists onto 8m HV30 Truss.

Final Ground Plan

Equipment

Stage Management

Onstage Diagrams