Free Online Tool for Cross-Sectional Properties (2024)

Celsius 355 RHS

EN 10210-2:2006-04Corus
Hot formed rectangular hollow sectionsHot rolled

Celsius 355 RHS

EN 10210-2:2006-04Tata Steel
Hot formed rectangular hollow sectionsHot rolled

Celsius 355 SHS

EN 10210-2:2006-04Corus
Hot formed square hollow sectionsHot rolled

Celsius 355 SHS

EN 10210-2:2006-04Tata Steel
Hot formed square hollow sectionsHot rolled

Celsius RHS

EN 10210-2:2006-04Corus
Hot formed rectangular hollow sectionsHot rolled

Celsius SHS

EN 10210-2:2006-04Corus
Hot formed square hollow sectionsHot rolled

DuraGal RHS

AS 4100-1998OneSteel
Cold formed rectangular hollow sectionsCold formed

DuraGal SHS

AS 4100-1998OneSteel
Cold formed square hollow sectionsCold formed

Galtube RHS

AS/NZS 4600OneSteel
Cold formed rectangular hollow sectionsCold formed

Galtube SHS

AS/NZS 4600OneSteel
Cold formed square hollow sectionsCold formed

Hybox 355 RHS

EN 10219-2:2006-04Tata Steel
Cold formed rectangular hollow sectionsCold formed

Hybox 355 SHS

EN 10219-2:2006-04Tata Steel
Cold formed square hollow sectionsCold formed

Hybox RHS

EN 10219-2:2006-04Corus
Cold formed rectangular hollow sectionsCold formed

Hybox SHS

EN 10219-2:2006-04Corus
Cold formed square hollow sectionsCold formed

MSH Q

DIN 59410:1974-05Mannesmann
Hot formed square hollow sectionsHot rolled

MSH Q

EN 10210-2:1997Mannesmann
Hot formed square hollow sectionsHot rolled

MSH QHP

DIN EN 10210-2:2006Vallourec und Mannesmann
Hot formed square hollow sectionsHot rolled

MSH R

DIN 59410:1974-05Mannesmann
Hot formed rectangular hollow sectionsHot rolled

MSH R

EN 10210-2:1997Mannesmann
Hot formed rectangular hollow sectionsHot rolled

MSH RHP

DIN EN 10210-2:2006Vallourec und Mannesmann
Hot formed rectangular hollow sectionsHot rolled

OR

IMCA--
Cold formed square hollow sectionsCold formed

OR (PR)

IMCA--
Cold formed rectangular hollow sectionsCold formed

Rect HSS

AISC 16--
Cold formed rectangular hollow sectionsCold formed

Rect HSS

AISC 15--
Cold formed rectangular hollow sectionsCold formed

Rect HSS

AISC 14--
Cold formed rectangular hollow sectionsCold formed

Rect HSS

AISC 13--
Cold formed rectangular hollow sectionsCold formed

Rect HSS

ASD 9--
Cold formed rectangular hollow sectionsCold formed

Rect HSS

CISC 9--
Cold formed rectangular hollow sectionsCold formed

Rect HSS (A1085)

AISC 15--
Cold formed rectangular hollow sectionsCold formed

Rect HSS (ASTM A500)

CISC 12--
Cold formed rectangular hollow sectionsCold formedCISC 9--
Cold formed rectangular hollow sectionsCold formed

Rect HSS (CSA G40.20)

CISC 12--
Cold formed rectangular hollow sectionsCold formed

RHC

EN 10219-2:1997Continental Steel
Cold formed rectangular hollow sectionsCold formed

RHH

EN 10210-2:1997Continental Steel
Hot formed rectangular hollow sectionsHot rolled

RHS

--Acos Continente
Cold formed rectangular hollow sectionsCold formed

RHS

--Macsteel
Cold formed rectangular hollow sectionsCold formed

RHS

--Ruukki
Cold formed rectangular hollow sectionsCold formed

RHS

--STI
Cold formed rectangular hollow sectionsCold formed

RHS

BS 4848-2British Steel
Hot formed rectangular hollow sectionsHot rolled

RHS

BS EN 10210-2:2006British Steel
Hot formed rectangular hollow sectionsHot rolled

RHS

BS EN 10219-2:2006British Steel
Cold formed rectangular hollow sectionsCold formed

RHS

DIN 59410:1974-05--
Hot formed rectangular hollow sectionsHot rolled

RHS

DIN 59411:1978-07--
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10210-2:2006-04--
Hot formed rectangular hollow sectionsHot rolled

RHS

EN 10210-2:1997--
Hot formed rectangular hollow sectionsHot rolled

RHS

EN 10210-2ALUKÖNIGSTAHL
Hot formed rectangular hollow sectionsHot rolled

RHS

EN 10210-2Condesa
Hot formed rectangular hollow sectionsHot rolled

RHS

EN 10219-2:2006-04--
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10219-2:1997--
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10219-2ALUKÖNIGSTAHL
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10219-2Condesa
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10219-2Ferona
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10219-2Voestalpine
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10305-5ALUKÖNIGSTAHL
Cold formed rectangular hollow sectionsCold formed

RHS

EN 10305-5Voestalpine
Cold formed rectangular hollow sectionsCold formed

RHS

GB/T 6728-2017--
Cold formed rectangular hollow sectionsCold formed

RHS

GB/T 6728-2002--
Cold formed rectangular hollow sectionsCold formed

RHS

GB/T 6728-1986--
Cold formed rectangular hollow sectionsCold formed

RHS

GOST 8645-68--
Cold formed rectangular hollow sectionsCold formed

RHS

GOST 30245-03--
Cold formed rectangular hollow sectionsCold formedGOST 30245-94--
Cold formed rectangular hollow sectionsCold formed

RHS

IS 4923-1997--
Cold formed rectangular hollow sectionsCold formed

RHS

JG/T 178-2005--
Cold formed rectangular hollow sectionsCold formed

RHS

JIS G 3466--
Cold formed rectangular hollow sectionsCold formed

RHS

TU 36-671-77--
Hot formed rectangular hollow sectionsHot rolled

RHS (old version)

--British Steel
Hot formed rectangular hollow sectionsHot rolled

RRK (RHS)

EN 10219-2:1997SZS
Cold formed rectangular hollow sectionsCold formed

RRK (SHS)

EN 10219-2:1997SZS
Cold formed square hollow sectionsCold formed

RRW (RHS)

EN 10210-2:1997SZS
Hot formed rectangular hollow sectionsHot rolled

RRW (SHS)

EN 10210-2:1997SZS
Hot formed square hollow sectionsHot rolled

RT (Table 18)

ADM 2020--
Sharp corner square hollow sections--

RT (Table 19)

ADM 2020--
Sharp corner rectangular hollow sections--

RT (Table 23)

ADM 2015--
Sharp corner square hollow sections--

RT (Table 24)

ADM 2015--
Sharp corner rectangular hollow sections--

SHC

EN 10219-2:1997Continental Steel
Cold formed square hollow sectionsCold formed

SHH

EN 10210-2:1997Continental Steel
Hot formed square hollow sectionsHot rolled

SHS

--Acos Continente
Cold formed square hollow sectionsCold formed

SHS

--Macsteel
Cold formed square hollow sectionsCold formed

SHS

--Ruukki
Cold formed square hollow sectionsCold formed

SHS

--STI
Cold formed square hollow sectionsCold formed

SHS

BS 4848-2British Steel
Hot formed square hollow sectionsHot rolled

SHS

BS EN 10210-2:2006British Steel
Hot formed square hollow sectionsHot rolled

SHS

BS EN 10219-2:2006British Steel
Cold formed square hollow sectionsCold formed

SHS

DIN 59410:1974-05--
Hot formed square hollow sectionsHot rolled

SHS

DIN 59411:1978-07--
Cold formed square hollow sectionsCold formed

SHS

EN 10210-2:2006-04--
Hot formed square hollow sectionsHot rolled

SHS

EN 10210-2:1997--
Hot formed square hollow sectionsHot rolled

SHS

EN 10210-2ALUKÖNIGSTAHL
Hot formed square hollow sectionsHot rolled

SHS

EN 10210-2Condesa
Hot formed square hollow sectionsHot rolled

SHS

EN 10219-2:2006-04--
Cold formed square hollow sectionsCold formed

SHS

EN 10219-2:1997--
Cold formed square hollow sectionsCold formed

SHS

EN 10219-2ALUKÖNIGSTAHL
Cold formed square hollow sectionsCold formed

SHS

EN 10219-2Condesa
Cold formed square hollow sectionsCold formed

SHS

EN 10219-2Ferona
Cold formed square hollow sectionsCold formed

SHS

EN 10219-2Voestalpine
Cold formed square hollow sectionsCold formed

SHS

EN 10305-5ALUKÖNIGSTAHL
Cold formed square hollow sectionsCold formed

SHS

EN 10305-5Voestalpine
Cold formed square hollow sectionsCold formed

SHS

GB 50018-2002--
Cold formed square hollow sectionsCold formed

SHS

GB/T 6728-2017--
Cold formed square hollow sectionsCold formed

SHS

GB/T 6728-2002--
Cold formed square hollow sectionsCold formed

SHS

GB/T 6728-1986--
Cold formed square hollow sectionsCold formed

SHS

GOST 8639-82--
Cold formed square hollow sectionsCold formed

SHS

GOST 8639-68--
Cold formed square hollow sectionsCold formed

SHS

GOST 30245-03--
Cold formed square hollow sectionsCold formed

SHS

GOST 30245-94--
Cold formed square hollow sectionsCold formed

SHS

IS 4923-1997--
Cold formed square hollow sectionsCold formed

SHS

JG/T 178-2005--
Cold formed square hollow sectionsCold formed

SHS

JIS G 3466--
Cold formed square hollow sectionsCold formed

SHS

TU 36-671-77--
Hot formed square hollow sectionsHot rolled

Sqr HSS

AISC 16--
Cold formed square hollow sectionsCold formed

Sqr HSS

AISC 15--
Cold formed square hollow sectionsCold formed

Sqr HSS

AISC 14--
Cold formed square hollow sectionsCold formed

Sqr HSS

AISC 13--
Cold formed square hollow sectionsCold formed

Sqr HSS

ASD 9--
Cold formed square hollow sectionsCold formed

Sqr HSS

CISC 9--
Cold formed square hollow sectionsCold formed

Sqr HSS (A1085)

AISC 15--
Cold formed square hollow sectionsCold formed

Sqr HSS (ASTM A500)

CISC 12--
Cold formed square hollow sectionsCold formed

Sqr HSS (ASTM A500)

CISC 9--
Cold formed square hollow sectionsCold formed

Sqr HSS (CSA G40.20)

CISC 12--
Cold formed square hollow sectionsCold formed

Tubeline RHS

AS 4100-1998OneSteel
Cold formed rectangular hollow sectionsCold formed

Tubeline SHS

AS 4100-1998OneSteel
Cold formed square hollow sectionsCold formed
Free Online Tool for Cross-Sectional Properties (2024)

FAQs

What is the online beam calculation software? ›

BEAMGURU.COM is a online calculator that generates Bending Moment Diagrams (BMD) and Shear Force Diagrams (SFD), Axial Force Diagrams (AFD) for any statically determinate (most simply supported and cantilever beams) and statically indeterminate beams, frames and trusses.

What software is used to calculate beam load? ›

The ClearCalcs beam calculator allows the user to input the geometry and loading of a beam for analysis in a few simple steps. It then determines bending moment, shear and deflection diagrams, and maximum demands using a powerful finite element analysis engine.

How to calculate sfd and bmd? ›

The beam has a positive shear force and bending moment according to the sign convention.
  1. SF at 'C' (x = l2) is SC=M0l.
  2. BM at the section 'A-C' and 'C-B'(from x = 0 to l) = Mx=M0. xL.
  3. BM at the section 'C' (where x = l2) is MC=M02.
Jul 12, 2023

How to calculate shear force on a cantilever beam? ›

In a cantilever beam, shear force at any section is equal to the sum of the loads between the sections and the free end. Bending moment at a given section is equal to the sum of the moments about the section of all the loads between the section and the free end of the cantilever.

Does beam have an app? ›

Downloading the beam Home Mobile App

A native mobile app is available for Android Smartphones, iPhone/iPad and Apple Watch. The beam Home app is free to download, but requires the purchase and proper installation of the Smart Controller for full functionality.

Can Bluebeam do calculations? ›

Calculation Field: Selecting Calculation Field from the drop-down box to make simple calculations based on the contents of the other fields in the PDF.

Which is code is used for calculation of loads? ›

IS 875 (part 1) - 1987: Indian Standard Codes provides design dead loads(Unit weights of building material and stored materials) for buildings and structures.

How do you calculate the load a beam can carry? ›

Calculating Max Load Capacity

It is calculated by multiplying the applied force by the perpendicular distance from the point of application to the fixed end of the beam.

What are the five types of beams? ›

These beams are typically classified based on their length, equilibrium and cross-section and include:
  • Continuous beams. A continuous beam is one that has two or more supports that reinforce the beam. ...
  • Simply supported beams. ...
  • Fixed beams. ...
  • Overhanging beams. ...
  • Cantilever beam.
Mar 10, 2023

Why is the bending moment zero at free end? ›

Of course any "pin-joints" within a structure allow free rotation, and so zero moment occurs at these points as there is no way of transmitting turning forces from one side to the other.

What is the point of contraflexure? ›

A point of contraflexure is a point where the curvature of the beam changes sign. It is sometimes referred to as a point of inflexion and will be shown later to occur at the point, or points, on the beam where the B.M. is zero.

What is the maximum shear force when a cantilever beam? ›

Explanation: In a case of a cantilever beam subjected to udl, at the free end there will be zero shear force because, we need to convert udl to load by multiplying with distance. Hence at the fixed end the shear force is w×l i.e (maximum). 8.

How much weight can a cantilever beam hold? ›

A typical 48X4 cantilever arm can support around 2,000 pounds. However, you can't use the arm measurements to get an exact idea of the capacity of your overall system. For one thing, a 48X4 arm, 48X3 arm or really any size arm can be made from structural or roll-formed steel.

Which software are used for beam design? ›

FBEAM® is a fully featured composite beam design program that enables you to design composite and non-composite plain and cellular beams to multiple design codes.

What is the virtual work method in beams? ›

The virtual work method, also referred to as the method of virtual force or unit-load method, uses the law of conservation of energy to obtain the deflection and slope at a point in a structure. This method was developed in 1717 by John Bernoulli.

Who bought beam software? ›

Today, Team Xbox is proud to announce that Microsoft has signed an agreement to acquire Beam, an innovative and interactive livestreaming service that gives viewers the ability to watch and play along with their favorite game streamers in real-time.

What is the electrical calculation software? ›

Electrical Installations calculation software | Trace Software. elec calc™ is a software package that enables the calculation of low voltage and high voltage electrical installations in real-time, complying with various international standards.

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