hi everyone,
I am work in a design hotel prject, at Indochine ( Southern East Asia)
Owner is local investor, Hotel brand is internal (a famous hotel french brand)
In this project, there are 02 FLS consultants.( Fire life safety consultant)
1. Local consultant: review design base on local...
Hi everyone,
i am studying how to calculate wind load in ASCE 17,
For each risk category, we have MRI( mean recurrence interval/return period ) accordingly. and for each life building in year, we have the probability of exceeding wind load.
My question is: how to determine of safety...
Hi everyone,
i am designing structure for a hotel, 12 stories, 200m long. all is reinforce concrete
For normally, we need seperate 3 block by expansion joints, but it makes many difficult problem because architectural design is complicated, non-regular, if building have expansion joint, the...
Hi everyone, i have study to design concrete using EN1992 ( Eurocode 2).
I am confusing about fcm (Mean compressive strength of concrete)
1, Follow EN 1992m fcm = fck + 8 Mpa(table 3.1)
2, Folow EN206-2000( Conformity testing for concrete). fck > = fck +4 Mpa ( table 14)
So which is exactly...
Hi everyone, i have just study eurocode 8 to calculate seismic for building.
One of important conditions is normalised axial force vd =< 0.65. - EC8 section 5.4.3.2.1
where : vd = N / fcd.
fcd = fck / γC. ( EC2 - section 2.4.2.4)
I have question about γC , because γC has two...
