Learning / bridge engineering
truss
Diagonal force from panel shear
Lesson review: expert verification remains open
This lesson has received a full-context editorial review and a check of its technical explanations. Selected arithmetic has been checked separately. This is not independent engineering sign-off.
Checks needed for project use
- Bridge component studies and adjustable examples still need an independent bridge-engineering review, including applicability, load models and detailing guidance.
- Specialist review remains for: A pin-jointed model explains primary axial forces; frames reveal secondary bending, joint rigidity and floor-system interaction. The diagonal calculation is a local idealisation; it does not verify the displayed bridge or applicable design requirements.
These are educational models and exercises. Check their assumptions before using the results. The full technical content and every diagram have not yet been independently verified.
Concrete and steel calculations retain their stated first-generation Eurocode teaching basis. Use the standards and amendments specified for your project; do not mix generations without an appropriate design basis.
Read the lesson register and outstanding review notesLoads and actions
Chords resist global bending through an axial couple; diagonals transfer panel shear.
Choose a model
A pin-jointed model explains primary axial forces; frames reveal secondary bending, joint rigidity and floor-system interaction.
Design considerations
Check compression buckling, tension/net section, gussets, bolt and weld forces, fatigue and lateral bracing.
Durability and maintenance
Inspect gusset drainage, crevices, paint loss and fatigue-prone attachments; count access costs across many nodes.
Diagonal force from panel shear
A single local free-body diagram. Global load sharing, prestress, asymmetry and construction sequence are omitted.
Local equilibrium for the stated member geometry and loading; no member sizing or stability check.
N = P/sin45° = 282.8 kN; horizontal component = 200.0 kN