Search results for query: *

my question: have the principle i have adopted correct for transfer of load 5.83kn from stringer staircase to beam of platform. thanks

Dear all, Can i have some advice on the transfer of load from staircase to platform beam analysis i have attached.

The arrow shows what i am designing in the ladder

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...

Can I have some advice on beam deflection. Refer to drawing, formulas for deflection of second beam with 3 support

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?

This is just an example. Not a real project problem. just wanted to have some views Here is the solution

actually the rafter is subjected to trapezoidal load and i converted it to point load. i want to know if am right at point A there will be a horizontal force, D and resultant force, R. at point B only horizontal force, C and NO resultant force, R DOES THE FORCE 52200N ACTING ON COMPRESSION...

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.

r6155..the document you provided is very helpful and good guide for anchor bolt design Thanks again

vmjr24..thanks for your advice. I was just taking reference from EN 1992-2-4:2018 which only gave this figure and i also read from AISC STANDARD that minimum embedment of anchor should be 12D to develop tensile strength in concrete. For the design am working on, a single anchor should resist a...

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?

wind reactions for guyed steel chimney with 2 collar? for a single collar, its RC(reaction of collar) x h1 = pw(wind force) x h/2 for 2 collar?

thanks

any graph of corten steel yield strength at elevated temperature.?

I have seen a lot of comments but not not a single answer to my specific question. Anyway i already got the solution to my problem. p.s. Only those who has proper knowledge and experience on steel structure reply to my threads.

BEAM B5?https://files.engineering.com/getfile.aspx?folder=cea49034-ff4c-46c3-ab8f-6cc4229e1fd7&file=beam_design.pdf

how to design beam B5?