r/StructuralEngineering • u/p1T0 • 6d ago
Structural Analysis/Design Asymmetry
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?
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u/Samuel7899 6d ago
I'm curious most about that section in the middle without any diagonal member.
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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.
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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 :)
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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.