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Calcimator

Gang Form Panel Calculator

Calculate gang form panel weight, crane pick load, and cost per use.

About this calculator

Gang forms trade the labor of hand-setting individual form panels for the capital cost of a crane and a pre-assembled steel-and-plywood panel that gets flown into place as one unit, so this calculator's job is really two separate questions: can the crane on site lift it, and does reusing it enough times make it cheaper than conventional forming? Panel weight comes straight from face area times a weight-per-square-foot figure you set for the frame-and-plywood system (typically 15-25 psf), and the crane pick adds an 8% allowance for rigging hardware before applying a 1.25 safety margin to land on a minimum required crane capacity — a conservative number meant to be checked against the crane's rated capacity at the actual pick radius, not just its nameplate maximum.

The economics run on a separate track, reported two ways: the panel's per-square-foot purchase cost divided by the number of expected reuses gives a cost-per-use-per-square-foot figure, while the total cost of every panel needed for the job divided by the same number of reuses gives a cost-per-use-for-the-whole-job figure — both only get favorable once a project runs enough repetitive pours to amortize the upfront purchase, which is why the number of reuses input matters more to the bid than the panel dimensions do. Panel count for the job is a straight division of total wall length by panel width, doubled for both faces of the wall, with no allowance for return corners or bracing panels that a real layout would add.

Inputs

ft
ft
ft

Results

Panel weight (lbs)

4,320

Panel face area (sf)240
Total pick weight (lbs)4,666
Pick weight (tons)2.33
Panels needed (both sides)12
Cost per use ($/sf)$0.50
Min crane capacity (lbs)5,832
Total panel cost ($)$72,000.00
Panel Weight Tons2.16
Total Form Area Sf2,880
Cost Per Use Full$1,440.00
How to Use This Calculator
  1. Enter the Panel Width and Panel Height in feet along with the Panel Weight per square foot.
  2. Enter Total Wall Length, expected Number of Reuses, and Panel Cost per square foot.
  3. Review Panel Weight and Pick Weight in tons to verify crane capacity before rigging.
  4. Check Panels Needed for both sides of the wall and Total Initial Panel Cost for procurement.
  5. Use Cost Per Use per square foot to compare gang forms against conventional hand-set alternatives.

How the result changes with Panel width (ft)

Panel width (ft)Panel weight (lbs)
102,160
153,240
306,480
408,640

What each input means

Panel width (ft)
Width of each gang form panel.
Panel height (ft)
Height of each gang form panel.
Panel weight (psf)
Weight per square foot of form face (steel frame + plywood). Typical: 15-25 psf.
Total wall length (ft)
Total linear feet of wall to form.
Number of reuses
Expected number of pours before panel replacement.
Panel cost ($/sf)
Initial purchase/fabrication cost per square foot of panel face.

What each result means

Panel face area (sf)
Area of one gang form panel face.
Panel weight (lbs)
Weight of one gang form panel.
Total pick weight (lbs)
Panel weight plus rigging hardware for crane lift.
Pick weight (tons)
Total crane pick weight in short tons.
Panels needed (both sides)
Total number of panels for both sides of the wall.
Cost per use ($/sf)
Amortized cost per square foot per use.
Min crane capacity (lbs)
Minimum crane capacity with 1.25 safety margin.
Total panel cost ($)
Total initial cost for all panels.

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Panel width (ft) = 20, Panel height (ft) = 12, Panel weight (psf) = 18, Total wall length (ft) = 120 = 6 input(s) provided
  2. Calculate Panel weight
    Panel weight = panelAreaSf * panelWeightPsf
    4320 = 4320
  3. Calculate Panel face area
    Panel face area = panelWidth * panelHeight
    240 = 240
  4. Calculate Total pick weight
    Total pick weight = panelWeightLbs + riggingWeight
    4666 = 4666

Engine last updated . Checked against 2 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

Why does the crane capacity recommendation add 25% to the pick weight?

The 1.25 factor covers rigging inefficiency and the dynamic loads that show up the instant a crane lifts a load off the ground — acceleration, wind, and small swings all add momentary force beyond the panel's static weight. It's a planning margin, not a substitute for a real lift plan that accounts for boom angle and pick radius, which can cut a crane's rated capacity well below its nameplate maximum.

How many reuses does it take for gang forms to beat hand-set forming?

That depends entirely on the panel cost you enter versus a hand-set alternative's cost per square foot, but the math is straightforward: cost per use falls fastest over the first 10-20 reuses and flattens out after that, so a project with fewer than about a dozen repetitive pours rarely recovers the upfront fabrication cost of a custom gang system.

Does panel height affect the crane capacity requirement?

Yes, indirectly — panel weight is face area (width times height) times the weight-per-square-foot figure, so a taller panel weighs more even at the same width and pushes the required crane capacity up along with it. Panel height and width both scale the pick weight; only width, not height, changes how many panels are needed to cover a given wall length.

Why doesn't wall total length change the panel weight or crane capacity?

Because those two figures describe a single panel, not the whole wall. Wall total length only determines how many of that single panel are needed to cover both faces of the wall — it has no bearing on how heavy any one panel is or what crane it takes to lift it.

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