thread507-470861
I've worked out an exercise in regards seated angle / shelf angle and I found out relevant info published and discussed on eng-tips as link https://www.eng-tips.com/viewthread.cfm?qid=470861
There is a screenshot added by PROYECTOR that seems to demonstrate relevant content -...
Yes that’s right BA. Those compound sections known as “Composite Slimfoor Beams” are a cost-effective shallow floor construction solution ideal to minimise floor depth.
I’m based in Europe and those members are very common in car parks multi-storey, hospitals.
Retired13 & BAretired glad to read your comments and the knowledge sharing is a key for growth.
OP’s formula is assuming elastic analysis which makes sense to me because when welds are tested, they behave in a relatively brittle fashion – at least they are not as ductile as the plate.
Best...
Thanks for your answers folks.
I’ve got the following answer from a Boss.
“The maximum tension in the plate is 1437 kN, at midspan. So we know the maximum longitudinal force. This longitudinal force must be transferred between the plate and member. This is clearly conservative, as perhaps the...
Thanks for your response BAretire.
I don't understand when you say,
" The average is Fmax/(L/2) = 2Fmax/L. The maximum longitudinal shear in the welds is 4Fmax/L at the support varying linearly to 0 at midspan."
Any other way to explain this please?
Thanks for your help.
Thanks for your response Captain.
The doubt still remains because on the web-page provided by yourself the longitudinal shear appears as shown on screenshot below. And on the initial screenshot (original question) the equation is considering vertical shear equalised to maximum normal force...
Hi Folks,
Anyone could please explain the principle shown on above screenshot.
I'd like to understand the relationship between the maximum longitudinal shear and maximum plate tensile resistance when assumed elastic distribution stress.
Thanks for your help.
Best Regards,
JPMF