module 2 part 1 Flashcards
name of the building with the big steel bracing
john hancock
Timber floor composite adv diadv
stronger
worse constructability
types of timber floors
LVL
CLT
Timber joist composite
stressed-skin pannels
combination of actions definition
set of design actions to confirm that the limit state are not exceeded under comnbinations of actions
limit states
states beyond which the structure does not satisfy the criteria
SLS
states corresponding to conditions beyond which servicibility criteria are not met
ULS
states associated with collapse etc
structural robustness
ability for a structure to withstand wind explosions etc without behind damaged to an extend dispoportionate to the case
7 step design procedure
determine actions determine combination of actions define governing limit state for the design define worst load combo determine critical sections internal action enevelops design critical elements
important loads on bridges
dead earthquake wind long term effects settlement traffic loads (vertical horizontal) temperature loading curved bridges must account for centrifugal forces