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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...

Thank u please note that these are not existing buildings but new buildings with link bridge in between just about R omega and Cd value of steel bridge

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...

Hii all Can any one guide me to design a waffle slab supporting a water colled chiller area with (Sdl=7.1kpa and LL=15kpa)col spacing at 9.60m)

how do we determine the depth of borehole under a tower building with 4 basement and 15 stories

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...

there are projects which I found for 66m but with 2 to 3 floors above with vierendeel trusses of 3 floor height.

The Sketch attached is arbitrary and not to scale. Just a diagrammatic representation of the proposal requested

https://res.cloudinary.com/engineering-com/image/upload/v1605760632/tips/Hospital_Dubai_ldzxbc.pdfhttps://files.engineering.com/getfile.aspx?folder=8fb520dc-b4d3-47a5-add5-081e7690d3da&file=Hospital_Dubai.pdf

At the outset fix the Slab mesh based with a spacing of 150mm to 250mm so that you can place the additional bars in between No issues in providing bundled bars but do take care of the covers provided .

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...

Thank you all-The usage if ACI 318-19 will change all my seismic paramters and models and hence was ideally looking for a loop hole for not using ACI 318-19 at this stage

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