I have a conversation started regarding CEU's at the StructuralPedia Forum:
http://structuralpedia.com/index.php?title=Special:AWCforum/st/id31
StructuralPedia - Structural Engineering Continuing Education
Friday, July 1, 2011
Saturday, June 25, 2011
RE: Wind question
I just posted a response. Let me know if I did it correctly.
Regards, Harold Sprague
From: admin@structuralae.com
To: seaint@seaint.org; list@structuralpedia.com
Subject: Wind question
Date: Sat, 25 Jun 2011 01:01:51 -0400
Regards, Harold Sprague
From: admin@structuralae.com
To: seaint@seaint.org; list@structuralpedia.com
Subject: Wind question
Date: Sat, 25 Jun 2011 01:01:51 -0400
We have a wind question in the structuralpedia forum if anyone is interested...
Friday, June 24, 2011
Structural Engineer Salary
I'm curious to know everyone's thoughts on structural engineers' salaries.
I started a discussion on the StructuralPedia Forum:
http://structuralpedia.com/index.php?title=Special:AWCforum/st/id28/Salary_Survey.html
Feel free to sign in and give me your thoughts...
-jrw
StructuralPedia Random Page
Here's a suggestion:
Try surfing StructuralPedia by clicking on the "Random page" button on the navigation bar.
Tuesday, December 7, 2010
RE: Conc Engr Reference - Fintel 1974 pg 117
You can find the item referenced below at this location (just posted it):
structuralpedialist.blogspot.com
- J
Quoting Joe Stroud <jpstroud@tjcross.com>:
> Joe,
>
> Fig. 5-13 on Page 117 of "Handbook of Concrete Engineering", edited by Mark
> Fintel (1974 Copy), provides a nice table for determining soil bearing
> pressure under a square footing with bending about the diagonal axis.
>
> Hope that helps,
>
> Joe Stroud, P.E.
> Chief Civil Engineer
> Structural Design Group
> T. J. Cross Engineers, Inc.
>
> e-mail jpstroud@tjcross.com
>
>
> ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
>
> seaint Digest for 6 Dec 2010
>
> Topics covered in this issue include:
>
>
> 4: soil press at square pad diagonal
>
>
>
> --------------------------------------------------------------------------
> 4 Message:0004 4
> --------------------------------------------------------------------------
> From: "Joseph R. Grill" <vveng@cableone.net>
> To: <seaint@seaint.org>
> Subject: soil press at square pad diagonal
>
> This is a multi-part message in MIME format.
>
> ------=_NextPart_000_0010_01CB955B.99BAA660
> Content-Type: text/plain;
> charset="us-ascii"
> Content-Transfer-Encoding: 7bit
>
> I have a situation where a square footing can be loaded at 45 degrees to the
> axis. I was just sitting down to work out the equation to calculate the
> footing pressure when the resultant is just outside of the kern. At first
> glance it looked like the algebra was going to take a bit of time. I don't
> have a reference that provides this. I certainly can do it, just thought I
> would ask if there is a reference someone can give or possibly a copy of
> pages from a reference or if they just have the equations handy. It would
> save me some time this week. Of course the way work is nowadays, I can't
> really say I don't have the time.
>
>
>
> Thanks,
>
> Joe
>
>
>
> Joseph R. Grill, PE
>
> Verde Valley Engineering, PLLC
>
> email: VVEng@cableone.net
>
>
>
>
>
> ******* ****** ******* ******** ******* ******* ******* ***
> * Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> *
> * This email was sent to you via Structural Engineers
> * Association of Southern California (SEAOSC) server. To
> * subscribe (no fee) or UnSubscribe, please go to:
> *
> * http://www.seaint.org/sealist1.asp
> *
> * Questions to seaint-ad@seaint.org. Remember, any email you
> * send to the list is public domain and may be re-posted
> * without your permission. Make sure you visit our web
> * site at: http://www.seaint.org/
> ******* ****** ****** ****** ******* ****** ****** ********
>
structuralpedialist.blogspot.com
- J
> Joe,
>
> Fig. 5-13 on Page 117 of "Handbook of Concrete Engineering", edited by Mark
> Fintel (1974 Copy), provides a nice table for determining soil bearing
> pressure under a square footing with bending about the diagonal axis.
>
> Hope that helps,
>
> Joe Stroud, P.E.
> Chief Civil Engineer
> Structural Design Group
> T. J. Cross Engineers, Inc.
>
> e-mail jpstroud@tjcross.com
>
>
> ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
>
> seaint Digest for 6 Dec 2010
>
> Topics covered in this issue include:
>
>
> 4: soil press at square pad diagonal
>
>
>
> --------------------------------------------------------------------------
> 4 Message:0004 4
> --------------------------------------------------------------------------
> From: "Joseph R. Grill" <vveng@cableone.net>
> To: <seaint@seaint.org>
> Subject: soil press at square pad diagonal
>
> This is a multi-part message in MIME format.
>
> ------=_NextPart_000_0010_01CB955B.99BAA660
> Content-Type: text/plain;
> charset="us-ascii"
> Content-Transfer-Encoding: 7bit
>
> I have a situation where a square footing can be loaded at 45 degrees to the
> axis. I was just sitting down to work out the equation to calculate the
> footing pressure when the resultant is just outside of the kern. At first
> glance it looked like the algebra was going to take a bit of time. I don't
> have a reference that provides this. I certainly can do it, just thought I
> would ask if there is a reference someone can give or possibly a copy of
> pages from a reference or if they just have the equations handy. It would
> save me some time this week. Of course the way work is nowadays, I can't
> really say I don't have the time.
>
>
>
> Thanks,
>
> Joe
>
>
>
> Joseph R. Grill, PE
>
> Verde Valley Engineering, PLLC
>
> email: VVEng@cableone.net
>
>
>
>
>
> ******* ****** ******* ******** ******* ******* ******* ***
> * Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> *
> * This email was sent to you via Structural Engineers
> * Association of Southern California (SEAOSC) server. To
> * subscribe (no fee) or UnSubscribe, please go to:
> *
> * http://www.seaint.org/sealist1.asp
> *
> * Questions to seaint-ad@seaint.org. Remember, any email you
> * send to the list is public domain and may be re-posted
> * without your permission. Make sure you visit our web
> * site at: http://www.seaint.org/
> ******* ****** ****** ****** ******* ****** ****** ********
>
Saturday, October 30, 2010
More Useful Steel Tables
I have uploaded some new tables to the following location (Steel Design Tables) on structuralpedia:
The tables are AISC wide flange beam section properties in english and metric units.
I will be uploading more tables in the future, but if there are some that you would like to see, feel free to contact me.
Enjoy!
-JWhite
View this post conveniently at:
Friday, October 22, 2010
Re: AISC Beams by Flange Width
Thank you. What's really useful is the gage which I haven't seen since the 7h edition.
Neil Moore, SE, SECB
On 10/22/2010 11:29 AM, Jeremy White wrote:
Neil Moore, SE, SECB
On 10/22/2010 11:29 AM, Jeremy White wrote:
Hope you find this useful:
http://structuralpedia.com/index.php?title=Steel_Design_Tables
- JWhite
AISC Beams by Flange Width
Tuesday, October 12, 2010
Sikadur Epoxies Application Guide
Here is a useful table (attached) (http://www.sikaconstruction.com/app-cpd-Epoxies-us.pdf) created by Sika which gives guidance on use of their Sikadur products including the following:
Sikadur 32, Hi-Mod
Sikadur 32, Hi-Mod LPL
Sikadur 35, Hi-Mod LV
Sikadur 35, Hi-Mod LV LPL
Sikadur 31, Hi-Mod Gel
Sikadur 31, Hi-Mod Gel LPL
Sikadur 22, Lo-Mod
Sikadur 21, Lo-Mod LV
Sikadur 23, Lo-Mod Gel
Sikadur 52
Sikadur Injection Gel
Sikadur 33
Sikadur 42, Grout Pak
Sikadur 43, Patch-Pak
Sikadur 55 SLV
Sikadur AnchorFix-1
Sikadur AnchorFix-2
Sikadur AnchorFix-3
Sikadur AnchorFix-4
I was not able to find the AnchorFix-3 or -4 on their website. Do they still make these?
Enjoy,
Jeremy
Sikadur 32, Hi-Mod
Sikadur 32, Hi-Mod LPL
Sikadur 35, Hi-Mod LV
Sikadur 35, Hi-Mod LV LPL
Sikadur 31, Hi-Mod Gel
Sikadur 31, Hi-Mod Gel LPL
Sikadur 22, Lo-Mod
Sikadur 21, Lo-Mod LV
Sikadur 23, Lo-Mod Gel
Sikadur 52
Sikadur Injection Gel
Sikadur 33
Sikadur 42, Grout Pak
Sikadur 43, Patch-Pak
Sikadur 55 SLV
Sikadur AnchorFix-1
Sikadur AnchorFix-2
Sikadur AnchorFix-3
Sikadur AnchorFix-4
I was not able to find the AnchorFix-3 or -4 on their website. Do they still make these?
Enjoy,
Jeremy
Thursday, September 30, 2010
Curved Glass Buildings - Design Consideration
Here's an interesting story and lesson learned.
The curved design of the Vdara hotel inadvertently focuses sunlight onto the ground and has burned several hotel guests. Supposedly this was considered during the design, but the solution doesn't work.
http://www.lvrj.com/news/vdara-visitor---death-ray--scorched-hair-103777559.html
Tuesday, September 28, 2010
Welcome To The StructuralPedia Email List
Welcome to the Official Archive of the StructuralPedia Email List Archive. Enjoy!
Subscribe to:
Posts (Atom)