Hi everyone,
I am interested to know how does you all as engineer analysis and design a high rise.
Lets just say, a 40 storey high building, each with 3m floor to floor.
Floor footprint 20 x 80m
In my region, a high rise is analysis in one model with all beam connection is assumed fixed, and...
Hi all,
I have a project where part of the structural requirement is capable to withstand the earthquake based on EN1998
I have some question about it.
A) Regularity of plan/elevation
The building has 3 floor, L1, L2 and Roof
All are identically in term of layout and size(about 140m x 62m) ...
Hi Enginners,
I have a project where the clients has specific several engineering parameter for us beforehand.
The parameter is listed as below:-
- Design Code - Eurocode 8 (Fine)
- PGA = 0.05g (Lesser than National Annex)
- Return period = 2,475 years (Why?)
My question is, Eurocode is based...
Good Morning,
I am doing a pilecap design and I trying to understand the concept as I am developing a generic spreadsheet to design a pilecap.
If we are using the old BS8110, clause 3.11.4.1 where it allows the pilcap to be designed using bending theory or truss theory.
Same goes to Eurocode 2...
Hi everyone,
I was assigned as designer engineer for a new project recently and this is my first time to lead on a project.
While the analysis of building frame is not a trouble for me, I have several questions on the detailing part.
As for the background, in my region most of the structural...
