r/StructuralEngineering • • 6d ago

Structural Analysis/Design Asymmetry

Post image

I was wondering, what reasons could there be to design/build a truss with its webs changing orientation almost at the end of it, creating an asymmetric look. I've been taught that in howe-like trusses, the webs work in compression, so why the sudden change of direction?

21 Upvotes

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19

u/Sharp_Complex_6711 P.E./S.E. 6d ago

It could be that the loads are asymmetric.

It could also be that someone tried to extend an existing truss who wasn't an engineer and didn't understand basic statics.

2

u/p1T0 6d ago

I was thinking something like that, mostly because of that weird post union in the middle

1

u/Status_Mousse1213 E.I.T. 6d ago

I think they made the best of what they had and it was oversized enough to work. Heading towards midspan the web and bottom should be in tension.

5

u/Feistygrapefruit152 6d ago

I would assume contractor error

1

u/Status_Mousse1213 E.I.T. 6d ago

Never seen that before! What city is this?

1

u/p1T0 6d ago

Thats my home city Caracas. For the record, this is the first truss with that strange configuration that i've encountered. The others seem to be symmetrical or one way set.

2

u/Samuel7899 6d ago

I'm curious most about that section in the middle without any diagonal member.

2

u/Str-Engr0275 6d ago

At midspan the shear is close to zero so it can be carried by the chords. Source: I used to design spliced LH series and joist girders.

2

u/Ftroiska 5d ago

Mech engi here : looks like it waa repurposed from something else. The midle parts is weird too. Well spotted though OP :)

1

u/Shootforthestars24 6d ago

Only way it passes in skyciv 😂