Trusses+

Predesign of LARGE SPAN TRUSSES in conformity with the European rules for steel structures (Eurocode 3: EN1993-1-1:2005).

As of June 2026, Trusses+ has 525 users and a 4.33/5 rating from 3 reviews.

Usersdown 5.7 percent5.7%
525
525
Ratingno change0%
4.33
3 reviews
Reviewsno change0%
3
Version
1.2.2
Manifest V2

History

3 snapshots

Tracking since Apr 23, 2026.

559.56541522.44Apr 23, 2026Jun 7, 2026
View as table
DateUsersRatingReviewsVersion
Apr 23, 20265574.3331.2.2
May 12, 20265524.3331.2.2
Jun 7, 20265514.3331.2.2
Now5254.3331.2.2

Permissions & access

Permissions
storage
Host access
None declared

Screenshots

Trusses+ screenshot 1Trusses+ screenshot 2Trusses+ screenshot 3Trusses+ screenshot 4Trusses+ screenshot 5

About

TRUSSES+ is dedicated to the pre-design of Large Span Trusses in conformity with the European rules for steel structures (EN1993-1-1:2005)
The software can be used as an automatic pre-design tool.

Verification: based on sections imposed by the user, TRUSSES+  checks the design criteria of each member of a truss (upper and lower chords, bracings)

Optimization: from basic data supplied by the user (main geometry, lateral restraints and loadings), the software estimates the dimensions of the cross-section of elements of the structure

The field of application of TRUSSES+ is:
2 dimensional truss model, simply supported, with user defined positions of lateral restraints
Truss configurations: N-, V-, A-truss, Warren, Pratt, Warren plus, Pratt lattice & Warren lattice

Geometrical limits:
Length = min: 5m, max: 100m
Height = min: 0.2m, max: 10m
Height/Length ratio = min 1/30, max: 1/10

Program sales of ArcelorMittal for I, H, double L, and U-sections

Steel grades and standards : EN 10025-2 & 4, EN 1993-1-1, HISTAR S355&S460

Multiple loading cases with definitions of:
Distributed loads: Permanent, Imposed, Wind and Snow loads
Concentrated loads: Permanent and Imposed loads
 
The calculations performed according to Eurocodes are:
 Automatic load combination of the elementary load cases for Ultimate Limit States (ULS) and Servicability Limit States (SLS)
Classification of sections
Verification of cross-section resistance
Verfication of the member stability: flexural buckling in-plane and out-of plane
Verification of deflection limits and estimation of natural frequencies (SLS)

The results are provided as:
vizualisation on the software interface
3 levels of details of Preliminary Design Notes, with:
Data of the truss and calculation parameters
Analysis results (reaction at supports, node displacements, internal forces)
Verification results (ULS and SLS)

Technical

Version
1.2.2
Manifest
V2
Size
2.58MiB
Min Chrome
28
Languages
1
Featured
No

Metadata

ID
jlefgiincnncocnnehcdbbflamieehmb
Developer ID
u392f88b17ec38e18f049b8c147ce873e
Developer Email
Created
Oct 31, 2014
Last Updated (Store)
Apr 27, 2017
Last Scraped
Jun 7, 2026
Website
Support URL
Privacy Policy

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