Members
Ref
Member and supports
Span / ht
Section (typed in)
Reactions, characteristic
Support reactions to foundations
| Support | G kN | Q kN | ULS kN |
|---|
G and Q are characteristic and uncombined. ULS is 1.35G + 1.5Q — the design reaction a padstone, pier or foundation is sized on, because a bearing check takes the design load and never the characteristic one. Padstone and bearing sizes are still recorded as callouts on the drawing; the ULS figure is stated here so it does not have to be worked out by hand from the two beside it.
Load path
Support members to design
Each carries the characteristic reaction above it. Design them in
the sizing engine and type the result in — nothing here checks bearing.
Member schedule
To confirm
Suggested items come from what the tool read or assumed — a scale
accepted from a title block, a span scaled off the drawing, a view name it
guessed. Ticking one records that a person confirmed it.
Not opened in over a week
Archiving these to the NAS is not switched on. The NAS is
shared infrastructure and client drawings carry the architect's copyright — that
decision is open under LNK-0027 (hub task T-404055) and needs your ruling before
any client file is copied off this machine.