gtr35
Structural
- Jan 20, 2021
- 2
hey engtips family
i was checking a portal frame
/ \ 5º
/ | | | |
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the rafter section tapers from outside column (≈ 2'0") to apex (≈ 4'0")
actually ive seen a few like this apex section deeper than at outside column
i was wondering your opinions on the benefit of using apex deeper design
also i havent modeled im trying to reason it out if the stiffer section would cause it
to behave more like a simply supported continuous
and the ends for lateral
thanks
i was checking a portal frame
/ \ 5º
/ | | | |
| | |
the rafter section tapers from outside column (≈ 2'0") to apex (≈ 4'0")
actually ive seen a few like this apex section deeper than at outside column
i was wondering your opinions on the benefit of using apex deeper design
also i havent modeled im trying to reason it out if the stiffer section would cause it
to behave more like a simply supported continuous
and the ends for lateral
thanks