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Rondo DONN® Seismic Ceiling Wizard - New Zealand PRELIMINARY DESIGN ONLY

Seismic V02.03 (2022) - Rondo DONN® ({{ country }})

DONN® seismic design to:

  • AS/NZS 1170.0:2002 Structural Design Actions - Part 0: General Principles (inc. Amendments 1 - 5)
  • AS/NZS 2785:2020 Suspended Ceilings - Design and Installation
  • AS 1170.4:2007 Structural Design Actions - Part 4: Earthquake Actions in Australia (inc. Amendments 1 & 2) Section 8: Design of parts and components
  • AS / NZS 1170.0:2002 Structural Design Actions - Part 0: General Principles (inc. Amendments 1 - 5)
  • AS / NZS 2785:2020 Suspended Ceilings - Design and Installation
  • NZS 1170.5:2004 Structural Design Actions Part 5: Earthquake actions - New Zealand (inc. Amendment 1) Section 8: Requirements for parts and components
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We are currently updating the DONN Wizard, until all updates have been made please run a manual gravity check using the new design tables.

building data

Geometry Data


m
m
m
m
m







Rondo specific engineering design required for plenum height above 1.7m

Imposed Loads

Tile Weight: {{ tile_weight }} kg/m2

 

Imposed Loads

kg/m2
kg/m2
kg/m2
* = Imposed loads = 0 when lighting and / or partitions are independently braced / supported
Rondo specific engineering design is required where the actual weight exceeds the nominated allowable loads above.

Service Load Data

kg/m2

RONDO DONN INSTALLATION DETAILS

view Systems
view Systems
view Systems

Main-Tee Spacing [A]: {{ nan(donn_installation.mts,3) }} m

Cross-Tee Spacing [B]: {{ typeof donn_installation.cts == 'string' ? donn_installation.cts : nan(donn_installation.cts,3)}} m

Main-Tee Span [C]: {{ nan(donn_installation.mtsp,3) }} m

Vertical Capacity Check

Total Ceiling Weight [G] {{ equivalent_ceiling_weight && nan(equivalent_ceiling_weight,3) }} kg/m2
Allowable Ceiling Weight [G] {{ allowable_ceiling_weight && allowable_ceiling_weight.toFixed(3) }} kg/m2

Vertical Capacity ok? {{ vertical_capacity }}

LC1: 1.2G + 1.5Q - Main Tee >1.0 {{ donn_vertical_check.mt.toFixed(3) }}
LC1: 1.2G + 1.5Q - Cross Tee >1.0 {{ donn_vertical_check.xt.toFixed(3) }}
LC2: G + ΨcQ mm {{ donn_vertical_check.gu.toFixed(2) }}
L / {{ donn_vertical_check.l.toFixed(0) }}

Please select a location to continue


Whilst every care has been taken in the preparation of Rondo Wizards, products and systems do change over time, and interpretations may vary, which means Rondo Building Services Pty Ltd cannot accept liability for the accuracy of information supplied (or lack thereof), or any consequences which happen as a result. Rondo Wizards are intended as a guide only and do not replace professional judgement. Installation of Rondo products must also be in accordance with the Rondo Professional Design Manual which is also available on the Rondo website. Design assumes ceilings are installed in accordance with the Rondo Professional Design Manual. Walls are to be checked independently.

TOTAL SEISMIC WEIGHT

Total Seismic Vertical Weight [Wc] {{ total_seismic_weight.toFixed(3) }} kg/m2

Total Seismic Horizontal Weight [Wc] {{ total_seismic_weight_horizontal.toFixed(3) }} kg/m2


Seismic Force Calculation

Limit State for Design
Annual Probability of Exceedance {{exceedance_factor__view}}
Spectral Shape Factor [Ch(0)] {{nan(spectral_factor,3)}}
Hazard Factor [Z] {{nan(hazard_factor.nz,3)}}
Return Period Factor [Rs/Ru] {{nan(return_period__view,3) }}
Distance to Nearest Fault [D] {{distance_nearest_fault__view}} km
Estimated Structural Period [T] {{estimated_period__view.toFixed(3)}} s
Maximum Near Fault Factor [Nmax(T)] {{maximum_near_fault__view}}
Near Fault Factor [N(T,D)] {{near_fault_factor__view.toFixed(3)}}
Elastic Site Hazard Spectrum [C(0)] {{elastic_site__view.toFixed(3)}}
Floor Height Coefficient [CHi] {{floor_height_coefficient.toFixed(3)}}
Part Spectral Shape Factor [Ci(Tp)] {{part_spectral_shape.toFixed(3)}}
Design Response Cofficent for Parts [Cp(Tp)] {{response_coefficient__view.toFixed(3)}}
Ductility of Part [µp]
Part Horizontal Design Coefficient [Cph] {{part_horizontal_design__view}}
Part Risk Factor [Rp] {{part_risk_factor__view}}
Horizontal Seismic Force [Fph] {{horizontal_seismic_force_wc__view[country]}} % Wc
{{horizontal_seismic_force__view && horizontal_seismic_force__view[country]}} kg/m2

Room dimensions

m
m

PERIMETER FIXING

Free-end Fixing Option
Perimeter gap to Main Tee or Cross Tee {{ current_perimeter["free"]["Perimeter Gap"] }}
Fixing Method {{ current_perimeter["free"]["Fixing Method"] }}
{{ current_perimeter["free"]["Fixing Detail"] }}
Perimeter Trim {{ current_perimeter["free"]["Perimeter Trim"] }}
{{ current_perimeter["free"]["Description"] }}

Fixed-end Fixing Option
Perimeter gap to Main Tee or Cross Tee {{ current_perimeter["fixed"]["Perimeter Gap"] }}
Fixing Method {{ current_perimeter["fixed"]["Fixing Method"] }}
{{ current_perimeter["fixed"]["Fixing Detail"] }}
Perimeter Trim {{ current_perimeter["fixed"]["Perimeter Trim"] }}
{{ current_perimeter["fixed"]["Description"] }}

Max Main-Tee Length {{ nan(donn_seismic_jointed.mt,2) }} m
Max Cross-Tee Length {{ nan(donn_seismic_jointed.xt,2) }} m
NOTE: Fixed-end capacities and Max Tee lengths assume a wall nogging is installed at ceiling level and perimeter trim and / or clip is fixed through to nogging at Tee location.

Can perimeter fixing option be used? Yes NO, USE SEISMIC JOINTING OR PLENUM BRACING



SEISMIC JOINTED SOLUTION

Fixed-end Fixing Option
Selected Perimeter Termination Detail {{ current_perimeter["fixed"]["fixing_option"] }}
Perimeter gap to Main Tee or Cross Tee {{ current_perimeter["fixed"]["Perimeter Gap"] }}
Fixing Method {{ current_perimeter["fixed"]["Fixing Method"] }}
{{ current_perimeter["fixed"]["Fixing Detail"] }}
Perimeter Trim {{ current_perimeter["fixed"]["Perimeter Trim"] }}
{{ current_perimeter["fixed"]["Description"] }}
Max Main-Tee Length {{ donn_seismic_jointed.mt.toFixed(2) }} m
Max room size in Main Tee direction {{ donn_max_room_size.mt.toFixed(2) }} m
Max Cross-Tee Length {{ donn_seismic_jointed.xt.toFixed(2) }} m
Max room size in Cross Tee direction {{ donn_max_room_size.xt.toFixed(2) }} m

Can seismic jointed solution option be used? No, use plenum bracing Yes

plenum bracing

Max Area Per Brace {{ nan(donn_plenum_bracing.area_mt,2) }} m2
Spacing Along Main-Tees {{ donn_plenum_bracing.along_mt }} m
Minimum Braces Required to MT {{ donn_plenum_bracing.braces_mt }}

Note: requires the bracing type to be changed as the selected brace cannot be used for the nominated plenum depth

Request a quote

Your Distributor: {{ supplier.selected.name }} - {{ supplier.selected.address }} - {{ supplier.selected.postcode }}

Choose one of the nearest distributors

Please note: If your country is not listed we don't service your region.

Whilst every care has been taken in the preparation of Rondo Wizards, products and systems do change over time, and interpretations may vary, which means Rondo Building Services Pty Ltd cannot accept liability for the accuracy of information supplied (or lack thereof), or any consequences which happen as a result. Rondo Wizards are intended as a guide only and do not replace professional judgement. Installation of Rondo products must also be in accordance with the Rondo Professional Design Manual which is also available on the Rondo website. Design assumes ceilings are installed in accordance with the Rondo Professional Design Manual. Walls are to be checked independently.