https://res.cloudinary.com/engineering-com/image/upload/v1658321394/tips/IMG_20220720_0001_ixcvui.pdfHi
Can i have some advice on design of ladder stiles.
thanks
HI,
Can i have some advice on wind load for cylinder.
most precisely eurocode 1-4 -wind load, figure 7.28.
RE: Reynold Number
cfo: Force Coefficient
for N0.1: Re = 4.67x10^6 , K/b = 2.22x10^-4 , cfo = 0.590
for N0.2: Re = 6.00x10^7 , K/b = 4.23x10^-4 , cfo = 0.790
I want to know:
if we...
I would like to have advice on deflection of self supporting chimney.
thankshttps://files.engineering.com/getfile.aspx?folder=b974efef-c197-43ff-810d-211a3bae4bbc&file=WhatsApp_Image_2022-05-21_at_9.07.45_AM.jpeg
hello,
i have design steel chimney base support on foundation using brownell and young book.
my question what is the design method for steel chimney base support on steel base rather than concrete?
HELLO,
I would like to have some advice on design of main rafter and compression ring for storage tank.
I have attached a calculation note and would like to know if the principle is okay.
Hello, i just started using BS EN 1992-4:2018,and from fig 3.1. it has only provided a drawing for anchor bolt embedded length in concrete. and no further detail. what is the required minimum embedded length of anchor bolt in conncrete?