Can anybody guide me on how to calculate the stabilty index value from Etabs output.
As per ACI
Q=(Σpux Δo)/Vusxl
Σpu=total factored vertical load in the story being evaluated
is it fine if I take the maximum vertical load derived from a DL/SDL/LL combination
can Vus be the maximum reaction...
I am designing a bridge between 2 buildings. the
The building is 7 stories and a 30m link bridge is required at level 3,4 5 and 6.between the buildings
The building has expansion joint on one side of bridge which will be accommodated via a slotted connection on one side
1)Can I consider the...
Can anyone please guide on how to determine the bore hole depth for a building with 3 basements of 4.50m each +2m raft+15 floors above ground
the raft comprises of 4 storey podiums and is divided by expansion koints
I cannot consider the rule 1.50B as the width of raft is very huge
water table...
Good Morning all
Can you provide me your expert advice on the steel truss options
Option-1 29m cantilver truss anchored to a stiff core (marked in pink and supports 7 floors of hospital above
and the truss is 6m high Vierendeel truss and occupies 2 floor heights and trusses are spaced at 9.60m...
Good day
This is for a project in Dubai where in I have a 50m cantilver edge at the corner of the building starting from 2nd floor and the building projects out to carry 10 floors of hospital above . what will be the best proposal to design this area.The General internal floor slabs are flat...
Good day all
The client is insisting is to use ACI 318-19 for one of our projects with IBC
ACI 318-19 is referenced in IBC 2021 only and the same is not yet released
can I explain to the client that I cannot use ACI 318-19 until itz referenced code is not released
