I see a few disscussions regarding Tiltup and precast panel to panel connection here in previous threads. But still want to nail down with experience and suggestions from people on this group.
It looks most people prefer designing the panels independently (for overturning/Inplane shear) and say...
Good resources and suggestions from all of you and thank you for all that.
For this, we have marina layout from civil/Arch form and coordinating with dock mfrs.We are mainly focusing on the superstructure(shed),but need the understanding of overall systems as well. Thanks!
Hello engineers,
I am in a process of designing a facility for Boat slip. It is to be covered and need spaces for 20 boats. The site is a lake near Dallas, TX.
We are asked that it is to be of floating type.
Any reference materials,books,design guides, tips and thum rules will be grealty...
Dik, The soil under the slab will be select fill- that way I feel a little better.
Another question on this detail: As you see the retaining wall at the outside perimeter ( retaining a 3 ft of soil). Any provision for drainage required on the wall? I am seeing 15 mil vapor barrier under the...
Hello
Subject: Slab on grade construction on community cetner structure in TX (hot climate).
Here my concern is the interface detail between inside and outside slab.This structure is raised 3' above the grade level and the outside cover patio area (roof but no wall enclosure)is all around the...
Thanks all for your input and very helpful discussion. With so much input and other literature review ,I feel better on using material test data. The following link is very helpful:
http://www.steel-stainless.org/media/1036/english.pdf
I did doulbe check on that to confirm it is the Yield Strenght (Fy), and it is yield. The report also has Fu (about 100 ksi)
My concern is tracking the product, who and how accurately they do if we use higher yield based on test.And I belief also they won't test every prodcut. This report is...
Hello,
My question is on design of railing systems with stainless steel.
What would be the yield strength (fy) of stainless steel alloy 304, in practice. Railing Supllier says they have been using 50 -60 ksi and has material testing report to verify. It seems quite a high compared to 25-30 ksi...
Hello,
My question is on design of railing systems with stainless steel.
What would be the yield strength (fy) of stainless steel alloy 304, in practice. Railing Supllier says they have been using 50 -60 ksi and has material testing report to verify. It seems quite a high compared to 25-30 ksi...
That was a good recommendation to follow ASCE 41, thank you to both of you. Looking into ASCE 41, it seems as the right document for seimic retrofiting of an exsisting building and question about R values is not applicable (or say R =1 system).
As R =1, now foundation sizes will be larger...
Adding braces to retrofit 5- story RCC structure in SDC-D.Planning to add braces in between existing concrete columns. Now adding only digonal steel member as braces and using exist concrete columns as vertical members and exist slab as beam members. Can this system be considered as STeel...
Use of Amplified load combination in SDC -B.
I could not find any section on ASCE 7 that requires the use of amplified load combination(includes omega factor).Could anyone confirm whethere it applies or not for SDC-B. It says SDC C and above per section 12.10.2.1 for collector elements. My...
