Loading
/custom-emojis/emojis/contour-map.png
Templates
📚
Articles & Resources
📖
Guides & Support
🌵
CalcTree
Estados de Vigas de Concreto
Bust Common Myths About Java Programming
Loading
/custom-emojis/emojis/calculator.png
Tensile Strength and Capacity Control of the W-Shape Sections According to AISC 360-16
Loading
/custom-emojis/emojis/calculator.png
Concrete Cylinder Strength Vs Cube Strength
Loading
/custom-emojis/emojis/calculator.png
Earthquake Design Action Calculation
Sıvılaşma Verileri Tablosu
Loading
/custom-emojis/emojis/rc-beam.png
Concrete Column Designer to AS3600
EM Wave Propagation Calculator
section properties with units
Forward Kinematics of Robotic Arm with 6 Degrees of Freedom
İKSA YAPILARI PROJELENDİRME HİZMET BEDELİ (2024)
GEOTEKNİK RAPOR (EK-B) ASGARİ HİZMET BEDELİ (2024)
ZEMİN İYİLEŞTİRME/DERİN TEMEL PROJELENDİRME ASGARİ HİZMET BEDELİ (2024) (İMO)
🚀
Projectile motion
Loading
/custom-emojis/emojis/bending-moment.png
Dezi et. al (2010)
🤾
Projectile motion
Sitemap
Truss Analysis and Design's banner

Truss Analysis and Design

Let's determine the member force and capacity of a strut in a timber truss.

  1. Select your truss geometry:



Geometry tags

  1. Select your truss applied loads:

Load tags


Here is your truss axial force diagram:
Can’t display the image because of an internal error. Our team is looking at the issue.

👉Note, red (negative) = compression, blue (positive) = tension

  1. Choose and define the strut you want to check:
  1. Strut
    
    tag
    :12​
    
  1. Length,
    
    l
    :1.80m​
    
  1. Depth,
    
    d
    :75 mm​
    
  1. Width,
    
    b
    :50 mm​
    
Member tags


  1. Design check of your compression member:
  1. Axial load,
    
    N
    :-79kN​
    
  1. Axial capacity,
    
    Nd,c
    :102kN​
    
  1. Utilisation
    
    ratio
    :78%​
    

Timber Strut Designer to AS1720.1


Related Resources

  1. 2D Truss Analysis using OpenSeesPy
  2. Timber Column Calculator to AS1720.1