Loading ...
the gapwill leadto higher wind loads on the sides of buildings
which can slide in and out of the buildingto preventthe wind from putting loads on the building
wind load equationsresultin higher wind loads
to be considereddesigningbalustrades for wind loads
to be roundedto preventASTs from buckling under wind loads
orderto preventthe faades from swaying under wind loads
structure members and connectionscausedby fluctuating wind loads
the old UBC 97 provisionsresultin higher wind loads
Evacuated tube collectorswill createless wind loads on the building
The apparatus 1 is much less massiveresultingin minimized wind loads
measurable joint movement in vertical joints between structure and the exterior wall constructioncan createmeasurable joint movement in vertical joints between structure and the exterior wall construction
the vortex shedding(passive) caused bythe vortex shedding
the structure to failcausedthe structure to fail
garage door blowoutto preventgarage door blowout
the natural pressure differences(passive) caused bythe natural pressure differences
stack emissions(passive) caused bystack emissions
damage(passive) caused bydamage
the moment(passive) caused bythe moment
the twisting(passive) caused bythe twisting
in a saving of $ 58 million in constrsuction costsresultedin a saving of $ 58 million in constrsuction costs