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Member Weight — HSS Tube Column

Pick weight and rigging numbers for a hss tube column from unit mass and length.

0
Pick weight (kg)
0
In tonnes (t)

Tubes hide their orientation — no flange tells the crew which way is north — so erection marks and a paint stripe save more time than any rigging trick. Internal drainage/vent holes matter before galvanizing, not after.

Formula

W = kg/m × L × n × (1 + attachments)
References: AISC 303 — Code of Standard Practice for Steel Buildings

Note: Erection-planning estimate only. Member weights, connection capacities and tolerances for execution must come from the issued drawings, the EOR and the erection engineer — never from a generic calculator.

Pick weight and rigging numbers for a hss tube column from unit mass and length. A free structural steel delivery & erection tool — no sign-up, no upload, instant results in your browser.

About Member Weight — HSS Tube Column

Member Weight — HSS Tube Column computes the governing relationship W = kg/m × L × n × (1 + attachments) live as you type. Tubes hide their orientation — no flange tells the crew which way is north — so erection marks and a paint stripe save more time than any rigging trick. Internal drainage/vent holes matter before galvanizing, not after. Defaults are pre-filled with realistic values for this exact scenario, and the worked example substitutes your numbers step by step so the math is never a black box.

How to use Member Weight — HSS Tube Column

  1. 1Enter your values — Unit mass, Member length, Pieces per pick, Attachments (plates, clips) (sensible defaults are pre-filled).
  2. 2Read the live results: Pick weight, In tonnes.
  3. 3Check the "with your numbers" line to see W = kg/m × L × n × (1 + attachments) substituted step by step.
  4. 4Adjust inputs until the scenario matches yours, then copy or share the result.

Why use Member Weight — HSS Tube Column?

  • Instant, free and private — every calculation runs client-side in your browser; nothing is uploaded
  • Built on the stated formula W = kg/m × L × n × (1 + attachments) with authoritative sources cited on the page (AISC 303 — Code of Standard Practice for Steel Buildings)
  • Tubes hide their orientation — no flange tells the crew which way is north — so erection marks and a paint stripe save more time than any rigging trick.
  • SI ⇄ Imperial toggle converts your inputs in place, so you can work in the units your drawings use

Frequently asked questions

What formula does the member weight — hss tube column use?+

It evaluates W = kg/m × L × n × (1 + attachments), exactly as published. Sources: AISC 303 — Code of Standard Practice for Steel Buildings. The substituted worked example on the page lets you verify every step against the textbook.

How should I read the result — and how far can I trust it?+

Tubes hide their orientation — no flange tells the crew which way is north — so erection marks and a paint stripe save more time than any rigging trick. Erection-planning estimate only. Member weights, connection capacities and tolerances for execution must come from the issued drawings, the EOR and the erection engineer — never from a generic calculator.

When is this calculator the right tool for the job?+

Pick weight and rigging numbers for a hss tube column from unit mass and length. A free structural steel delivery & erection tool. Internal drainage/vent holes matter before galvanizing, not after. For neighbouring scenarios, the related tools below cover the same engine with different presets.

Does it support both metric and imperial units?+

Yes — the SI ⇄ Imperial toggle converts the values already in the fields, preserving the physical quantity, so you can flip mid-calculation without re-entering anything.

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