test code INPUT page page 7 calculator V Aug 2026

GroundGrabba Container Dome — Input Test Bench v0.14.49

GroundGrabba Calculator Suite — Container Dome Input Test Bench v0.14.49

Input architecture test bench v0.14.49

No engineering mathematics yet. This version focuses on clearer interaction, faithful dynamic configuration, and safer measurement entry.

1. Scope check

1.1Are any containers stacked?

1.2Country / region

2. Dome installation configuration

2.1Are there multiple parallel dome bays in this installation?

If No, continue with the normal single-dome setup below. If Yes, we’ll first confirm that the multiple-bay arrangement can be represented by this calculator.

Configuration scope. This calculator is designed around common and representative container-dome configurations. If a complete installation cannot be represented exactly, divide it into logical sections or bay groups that can be represented by the available configurations and assess those sections separately — like pieces of a jigsaw. Features that occur only in particular sections, such as transverse end containers or different enclosure conditions, should be assessed with the configuration that best represents that section.

2.2How many parallel dome bays are there?

Enter the number of side-by-side dome bays being assessed together.

2.3Are the dome bays arranged parallel, side-by-side and generally aligned?

Yes No

YES — parallel, side-by-side and generally aligned Supported representative-bay arrangement ← Scroll or drag sideways if more bays extend beyond the view →

NO — another or substantially offset arrangement Example: bays are materially staggered or otherwise arranged

2.4Do adjacent dome bays share the intermediate container rows?

Yes — shared intermediate rows Adjacent dome bays use the same middle container row No — separate container pairs Each dome bay has its own two container rows

Shared intermediate rows means the same container row supports a dome bay on each side. Separate container pairs means each dome bay has its own two container rows. Both arrangements are supported; this choice changes the physical row arrangement used later in the anchoring calculation.

2.5Can the dome bays being assessed together be represented by one governing dome configuration?

Where bays differ slightly, configure the largest or most demanding dome bay as the representative case. If another section is materially different, assess that section separately.

Representative dome setup.
Configure one representative dome bay below using the largest or most demanding configuration in the group.

Let’s build your container architecture

Container layout — representative dome bay

Build Row A and Row B, then check the live architecture as you go. The default order puts 20 ft containers first, but use the ↑ / ↓ controls in the live graphic to match the actual FRONT → REAR order on site.

2.6Row A configuration

Qty	Container length
	20 ft
	40 ft

Row B

2.7Is Row B the same container configuration as Row A, mirrored directly opposite it?

Yes means the container sizes, sequence and longitudinal positions match Row A.

2.8Row B configuration

Qty	Container length
	20 ft
	40 ft

2.9How are the two rows aligned?

Longitudinal alignment

This shifts the rows longitudinally in the live architecture. The calculator then determines whether the Front ends, Rear ends, both ends, or neither end physically line up.

3. Front / rear end containers

Tell us independently whether an end container exists at the Front and/or Rear, then choose its size and actual plan-view position. These choices become part of the container architecture shown in the live graphic above. If the row geometry does not line up at an end, that end is automatically unavailable.

Front end

3.1Do you have a Front end container?

3.2Front end container configuration

Qty	Container length
	20 ft
	40 ft

Rear end

3.4Do you have a Rear end container?

3.5Rear end container configuration

Qty	Container length
	20 ft
	40 ft

4. Dome geometry & coverage

4.1Where does the dome sit on the container rows?

The dome springs from the inner top edges of Row A and Row B, spanning the clear gap between the rows.

Clear span: the horizontal distance between the two parallel container rows at the selected reference points. Dome apex/rise: the vertical height of the dome at its highest point above the top/support level of the containers, not above ground level.

4.2Clear span — m

Clear span — ft

Row-spacing span reference

This row-spacing reference describes the container architecture. The dome bearing choice above independently determines whether the dome attaches to the inner or outer top edges.

4.3Dome apex/rise — m

Dome apex/rise — ft

Dome length

4.4Common dome length

Dome covered length — m

Dome covered length — ft

The three fields are linked. Select a common length or type either metric/imperial value. A non-standard entry automatically changes the preset to “Custom / other”.

4.5Dome position

Use the dome-position slider in the live architecture panel. The orange dome footprint above updates immediately along the shared FRONT → REAR datum.

5. Dome ends & openings

End enclosure %: for “Partial from top”, the slider represents enclosure from the dome apex downward. If a transverse end container is present and the dome end is less than 8 ft / 2.44 m inward from that end, enclosure can extend only to the container roofline and Fully enclosed is not offered. At 8 ft / 2.44 m or more inward, a framed full end wall can be selected. Door/opening questions are shown only where the enclosure forms a full-height wall to ground — Fully enclosed or Partial from top at 100%.

5.1Front end enclosure

Front end — dynamic visual

5.2Rear end enclosure

Rear end — dynamic visual

Large vehicle/access openings

Front end

5.3Large vehicle/access opening?

Rear end

5.4Large vehicle/access opening?

Personnel / man entry doors

Front end

5.5Personnel / man entry door?

Rear end

5.6Personnel / man entry door?

6. Container ground support

6.1Are all containers sitting fully on the ground?

Yes
All containers are fully ground-supported. No
One or more containers are elevated or partly off the ground.

7. Mechanical connections — per actual joint

Only joints that physically exist are shown. Hover, focus or tap a joint question to highlight its exact location on the live architecture.

8. Additional secured weight per physical container

8.1Are you adding any additional secured weight to the containers?

No
No additional secured weight will be included. Yes
Include additional secured weight carried by one or more containers.

9. Wind, ground, snow & Safety Buffer

9.1How is your wind requirement specified?

Wind speed — km/h

Wind speed — mph

Ground / soil type

Safety Buffer %

Is the site subject to snow?

Your live container architecture

This stays visible while you work. Row layouts and Front / Rear end-container choices update here immediately.

Single confirmation view — Row A and Row B shown together.

PLAN VIEW — layout + dome coverage

DOME END PROFILE — FRONT

4.5Dome position along shared FRONT → REAR datum

Front datum offset: 0 m / 0 ft

v0.14.6 layout repair

✓ Layout repaired: full-width single-column test bench, readable form controls, no narrow/shrunk side rail.

✓ Custom Row A/B now asks Qty + Container length clearly and drives all downstream container lists.

✓ Custom Row A/B quantities now actually generate the chosen row and flow through the whole page.

✓ Row B appears correctly in the coverage graphic and container counts.

✓ Dome preset + metres + feet stay synchronized both ways.

✓ Dome graphic scales to chosen length and prints the length inside.

✓ Long container layouts now use a vertical FRONT → REAR plan so 6+ containers never wrap into a misleading second row.

✓ Section 3 restores dynamic plan-view end-container diagrams for Inner corners / Between rows / Across outside.

✓ Section 5 uses square container ends; partial enclosure now runs from floor to apex and 100% means fully closed.

✓ Section 5 geometry responds to the selected end-container relationship and dome attachment reference.

✓ Personnel doors use mm + inches with sanity warnings; support heights now show explicit units and flag GAS reach at 1.65 m+.

✓ Four-corner support Ditto now copies the live Ground/Elevated state and typed height to all four corners.

✓ Per-container weight table follows all selected Row A / Row B / end containers.

✓ Regional wind follow-up remains directly beneath the wind requirement row.

Scope notes

No mathematics or product recommendation yet. This version is still about inputs and logic.

Stacked containers remain outside scope. Standard single-level ISO-type containers are assumed.

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test code INPUT page page 7 calculator V Aug 2026

Input architecture test bench v0.14.49

1. Scope check

2. Dome installation configuration

Let’s build your container architecture

Container layout — representative dome bay

Row B

2.9How are the two rows aligned?

3. Front / rear end containers

Front end

Rear end

4. Dome geometry & coverage

Dome length

4.5Dome position

5. Dome ends & openings

Large vehicle/access openings

Personnel / man entry doors

6. Container ground support

7. Mechanical connections — per actual joint

8. Additional secured weight per physical container

9. Wind, ground, snow & Safety Buffer

10. Live input summary — test-bench QA only

test code INPUT page page 7 calculator V Aug 2026

Input architecture test bench v0.14.49

1. Scope check

2. Dome installation configuration

Let’s build your container architecture

Container layout — representative dome bay

Row B

2.9How are the two rows aligned?

3. Front / rear end containers

Front end

Rear end

4. Dome geometry & coverage

Dome length

4.5Dome position

5. Dome ends & openings

Large vehicle/access openings

Personnel / man entry doors

6. Container ground support

7. Mechanical connections — per actual joint

8. Additional secured weight per physical container

9. Wind, ground, snow & Safety Buffer

10. Live input summary — test-bench QA only

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