Member Weight — Universal Beam (IPE/UB 300 class)
Pick weight and rigging numbers for a universal beam (ipe/ub 300 class) from unit mass and length.
Floor beams in the 40 kg/m class are two-at-a-time pick candidates — but only if the rigging and the connection crew can process pairs. Weight per piece decides the rhythm of the whole erection day.
Formula
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 universal beam (ipe/ub 300 class) 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 — Universal Beam (IPE/UB 300 class)
Member Weight — Universal Beam (IPE/UB 300 class) computes the governing relationship W = kg/m × L × n × (1 + attachments) live as you type. Floor beams in the 40 kg/m class are two-at-a-time pick candidates — but only if the rigging and the connection crew can process pairs. Weight per piece decides the rhythm of the whole erection day. 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 — Universal Beam (IPE/UB 300 class)
- 1Enter your values — Unit mass, Member length, Pieces per pick, Attachments (plates, clips) (sensible defaults are pre-filled).
- 2Read the live results: Pick weight, In tonnes.
- 3Check the "with your numbers" line to see W = kg/m × L × n × (1 + attachments) substituted step by step.
- 4Adjust inputs until the scenario matches yours, then copy or share the result.
Why use Member Weight — Universal Beam (IPE/UB 300 class)?
- ✓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)
- ✓Floor beams in the 40 kg/m class are two-at-a-time pick candidates — but only if the rigging and the connection crew can process pairs.
- ✓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 — universal beam (ipe/ub 300 class) 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?+
Floor beams in the 40 kg/m class are two-at-a-time pick candidates — but only if the rigging and the connection crew can process pairs. 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 universal beam (ipe/ub 300 class) from unit mass and length. A free structural steel delivery & erection tool. Weight per piece decides the rhythm of the whole erection day. 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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