Skip to search.

Breaking News Visit Yahoo! News for the latest.

×Close this window

engineeringcivil · Civil Engineering Portal

The Yahoo! Groups Product Blog

Check it out!

Group Information

  • Members: 4488
  • Category: By Subject
  • Founded: Mar 28, 2008
  • Language: English
? Already a member? Sign in to Yahoo!

Yahoo! Groups Tips

Did you know...
Real people. Real stories. See how Yahoo! Groups impacts members worldwide.

Messages

Advanced
Messages Help
Messages 7167 - 7197 of 12120   Oldest  |  < Older  |  Newer >  |  Newest
Messages: Show Message Summaries Sort by Date ^  
#7167 From: asifa tasneem <asifatasneem6@...>
Date: Wed Jun 1, 2011 7:28 am
Subject: AISI 2008 EDITION OF COLD FORMED STEEL DESIGN MANUAL
asifatasneem6
Send Email Send Email
 
 
Dear All,
AN ANYONE HELP ME TO  SEND ME LINK OF AISI 2008 EDITION OF COLD FORMED STEEL DESIGN MANUAL.  ITS URGENT.
Thanks and Regards,
ASIFA TASNEEM

#7168 From: "erpreeti_chourishi" <erpreeti_chourishi@...>
Date: Wed Jun 1, 2011 8:55 am
Subject: IS 456-2007 here as amendment 2 & 3
erpreeti_cho...
Send Email Send Email
 
IS 456-2007 here as amendment 2 & 3. amendment 1 is already in IS 456:2000.

#7169 From: venkat umesh <umeshrajans@...>
Date: Wed Jun 1, 2011 9:03 am
Subject: Need of Euro code 3
umeshrajans
Send Email Send Email
 

Dear Irfan, can u send me Euro code 3
 
 
Thanks and Regards,
Umesh

#7170 From: irfan javaid <irfan_javaid4u@...>
Date: Wed Jun 1, 2011 6:26 pm
Subject: Re: Design of pipeline by gravity flow
irfan_javaid4u
Send Email Send Email
 
Dear All,
 
Plz find the attached file.
 
 
Best Regards,
MIJ


From: milindkhamgaonkar <milindkhamgaonkar@...>
To: engineeringcivil@yahoogroups.com
Sent: Wed, June 1, 2011 6:09:59 AM
Subject: [engineeringcivil] Design of pipeline by gravity flow

 

Dear friends ,
i am need of design procedure for carrying out water from a damsite by gravity flow pipeline. can anybody help me in providing the details of design procedure or the reference books etc for the same. Thanking you all.
with regards
Milind


4 of 4 File(s)


#7171 From: mahavir rana <dearmahavir_rana@...>
Date: Thu Jun 2, 2011 1:24 am
Subject: IS 10262 - 2007 concrete mix design
dearmahavir_...
Send Email Send Email
 
dear
 sir i want 10262-2009 if you are having it pls mail.
 
 MAHAVIR SINGH RANA


From: hamid Naveed <hnarb@...>
To: engineeringcivil@yahoogroups.com
Sent: Fri, 1 April, 2011 3:13:43 PM
Subject: Re: [engineeringcivil] IS 10262 - 2007 concrete mix design

 

Dear i have 10262-2009, if u want this then i will mail you.

Thanks & Regards.
 
Hamid Naveed Ahmad



From: sachin <bairagisac@...>
To: engineeringcivil@yahoogroups.com
Sent: Thu, March 31, 2011 10:34:07 PM
Subject: [engineeringcivil] IS 10262 - 2007 concrete mix design

hi dear all

if any one have the IS:10262-2007, pdf soft copy then please forward me

thanking you all Engineers



------------------------------------

Yahoo! Groups Links

<*> To visit your group on the web, go to:
    http://groups.yahoo.com/group/engineeringcivil/

<*> Your email settings:
    Individual Email | Traditional

<*> To change settings online go to:
    http://groups.yahoo.com/group/engineeringcivil/join
    (Yahoo! ID required)

<*> To change settings via email:
    engineeringcivil-digest@yahoogroups.com
    engineeringcivil-fullfeatured@yahoogroups.com

<*> To unsubscribe from this group, send an email to:
    engineeringcivil-unsubscribe@yahoogroups.com

<*> Your use of Yahoo! Groups is subject to:
    http://docs.yahoo.com/info/terms/



#7172 From: Atther Javeed <atther_javeed@...>
Date: Thu Jun 2, 2011 9:32 am
Subject: Re: Design of pipeline by gravity flow
atther_javeed
Send Email Send Email
 
Dear Mr. milind
 
you will have to us the Mannings equation for gravity flow in pipe.
 
regards
 
S A Javeed

From: milindkhamgaonkar <milindkhamgaonkar@...>
To: engineeringcivil@yahoogroups.com
Sent: Wednesday, June 1, 2011 8:09 AM
Subject: [engineeringcivil] Design of pipeline by gravity flow

 
Dear friends ,
i am need of design procedure for carrying out water from a damsite by gravity flow pipeline. can anybody help me in providing the details of design procedure or the reference books etc for the same. Thanking you all.
with regards
Milind




#7173 From: Uttam Kumar Ghosh <ghoshuttamkumar@...>
Date: Thu Jun 2, 2011 6:15 am
Subject: Re: Das,_1999._Shallow_Foundations_-_Bearing_Capacity_and_Settlement.rar [3 Attachments]
ghoshuttamkumar
Send Email Send Email
 
Could anybody please send latest version of Eurocode 3?
 
Best regards,
 
Uttam Kumar Ghosh

--- On Tue, 5/31/11, irfan javaid <irfan_javaid4u@...> wrote:

From: irfan javaid <irfan_javaid4u@...>
Subject: Re: [engineeringcivil] Das,_1999._Shallow_Foundations_-_Bearing_Capacity_and_Settlement.rar [3 Attachments]
To: engineeringcivil@yahoogroups.com
Date: Tuesday, May 31, 2011, 8:47 AM

[Attachment(s) from irfan javaid included below]

Dear All,
 
Plz find the attached Eurocodes.
 
Best Regards,
MIJ

 


From: katpakanathan kannacivil <kannathasancivil@...>
To: engineeringcivil@yahoogroups.com
Sent: Wed, May 25, 2011 10:24:30 PM
Subject: Re: [engineeringcivil] Das,_1999._Shallow_Foundations_-_Bearing_Capacity_and_Settlement.rar

 
dear irfan 

i am very very thanks for your services (that you sending files ), can you send me full set of eurocodes,if you send me, that will very useful to me,


Thank you
Best Regards
K.KANNATHASAN

On Wed, May 18, 2011 at 6:19 PM, irfan javaid <irfan_javaid4u@...> wrote:
Dear All,
 
Plz Find the attached file.
 
 
Best Regards,
MIJ


Attachment(s) from irfan javaid

3 of 3 File(s)



#7174 From: shifas <shifas226@...>
Date: Thu Jun 2, 2011 2:48 pm
Subject: Fwd: Fw: An Amazing wonder as well scenerioo,the so called the Sky ParkofSingapore
shifas226@...
Send Email Send Email
 


---------- Forwarded message ----------
From: abdulsalam <farhan72@...>
Date: Thu, Jun 2, 2011 at 6:33 PM
Subject: Fw: An Amazing wonder as well scenerioo,the so called the Sky ParkofSingapore
To: farhan salam <farhan.salam11@...>, suhail a salam <suhail.eas@...>, shifas226@...


 
----- Original Message -----
Sent: Tuesday, May 10, 2011 5:53 PM
Subject: An Amazing wonder as well scenerioo,the so called the Sky Park ofSingapore





Sky Park Singapore


In Singapore, opened Sky Park
June24 in Singapore, opened a new wonder of the world. "Sky Park" MarinaBay Sands is located on the 200-meter height on the three skyscrapers,as if on three pillars. Here is the most expensive in the world ofcasinos, bars, restaurants, the largest outdoor swimming pool, 150meters long and even the Museum of Modern Art.




#7175 From: irfan javaid <irfan_javaid4u@...>
Date: Wed Jun 1, 2011 6:10 pm
Subject: AISI EDITION OF COLD-FORMED STEEL DESIGN MANUAL
irfan_javaid4u
Send Email Send Email
 
Dear All,
 
Plz find the attached file.
 
 
Best Regards,
MIJ


From: asifa tasneem <asifatasneem6@...>
To: irfan_javaid4u@...
Sent: Wed, June 1, 2011 9:49:44 AM
Subject: AISI EDITION OF COLD-FORMED STEEL DESIGN MANUAL

CAN YOU PLEASE HELP ME TO FIND THE LINK FOR DOWNLOAD OF ABOVE MENTION CODE ON URGENT BASIS. NOW A DAYS IAM WORKING ON PEB STRUCTURES
asifa tasneem

1 of 1 File(s)


#7176 From: Amol Gurav <anmol_gurav@...>
Date: Fri Jun 3, 2011 4:46 am
Subject: Re: IS 10262 - 2007 concrete mix design
anmol_gurav
Send Email Send Email
 


From: mahavir rana <dearmahavir_rana@...>
To: engineeringcivil@yahoogroups.com
Sent: Thursday, 2 June 2011 6:54 AM
Subject: [engineeringcivil] IS 10262 - 2007 concrete mix design

 
dear
 sir i want 10262-2009 if you are having it pls mail.
 
 MAHAVIR SINGH RANA

From: hamid Naveed <hnarb@...>
To: engineeringcivil@yahoogroups.com
Sent: Fri, 1 April, 2011 3:13:43 PM
Subject: Re: [engineeringcivil] IS 10262 - 2007 concrete mix design

 
Dear i have 10262-2009, if u want this then i will mail you.

Thanks & Regards.
 
Hamid Naveed Ahmad


From: sachin <bairagisac@...>
To: engineeringcivil@yahoogroups.com
Sent: Thu, March 31, 2011 10:34:07 PM
Subject: [engineeringcivil] IS 10262 - 2007 concrete mix design

hi dear all

if any one have the IS:10262-2007, pdf soft copy then please forward me

thanking you all Engineers



------------------------------------

Yahoo! Groups Links

<*> To visit your group on the web, go to:
    http://groups.yahoo.com/group/engineeringcivil/

<*> Your email settings:
    Individual Email | Traditional

<*> To change settings online go to:
    http://groups.yahoo.com/group/engineeringcivil/join
    (Yahoo! ID required)

<*> To change settings via email:
    engineeringcivil-digest@yahoogroups.com
    engineeringcivil-fullfeatured@yahoogroups.com

<*> To unsubscribe from this group, send an email to:
    engineeringcivil-unsubscribe@yahoogroups.com

<*> Your use of Yahoo! Groups is subject to:
    http://docs.yahoo.com/info/terms/





1 of 1 File(s)


#7177 From: Kaustubh Pawar <kaustubh1606@...>
Date: Fri Jun 3, 2011 7:32 am
Subject: IS 10262 2007 (old n revised)
kaustubh1606
Send Email Send Email
 

 
Regards

 

 


Kaustubh Pawar
Jaypee Cement
Nashik
Cell:- 9860739561
 


2 of 2 File(s)


#7178 From: Sujit Dhital <sujitdhital@...>
Date: Fri Jun 3, 2011 9:01 am
Subject: request
sujitdhital
Send Email Send Email
 
Dear all
i am in need of the reserch report  " The Preperation of cutback bitumens to ASTM specification by blending readily available constituent" by Hitch L S and Stewart M (1987).
so if any body have this pls send me.
thanks
Sujit Dhital
Rural Infrastructure Engineer
Central Implementation Support Consultant
Rural Reconstruction and Rehabilitation Sector Development Project (RRRSDP)

#7179 From: Salam Kst <kst.salam@...>
Date: Fri Jun 3, 2011 9:55 am
Subject: Understanding stay cable bridge construction
kst.salam
Send Email Send Email
 

Understanding stay cable bridge construction 
Engineering advancements are pushing the boundaries for longer signature spans. 


Whether it is a new crossing or the replacement of an existing deficient structure, bridge construction is playing a key role in the North American economic recovery program, the growth of business development within key cities, and the rejuvenation of urban and suburban areas.

In the modern era, cable-stayed bridges often are selected for their long-term durability performance, high fatigue behavior, and aesthetics that can complement their existing surroundings. The collaboration of technology and construction method is ideal for spans longer than typically expected on standard cantilever bridges, but shorter than those requiring a suspension bridge. Owner budget constraints, accelerated construction time frames, and opportunities to simplify construction methods also give a cable-stayed bridge design advantages compared with other medium- to long-span bridge types.

Currently, the longest span cable-stayed bridge in North America is the John James Audubon Bridge spanning the Mississippi River in Louisiana, with a main span of 1,581 feet. The Sutong Bridge in the Peoples Republic of China, at 3,570 feet, currently is the world’s longest span cable-stayed bridge.

A significant benefit of the cable-stayed bridge is the ease of maintenance and extended inspection program throughout its design life. Even within the most aggressive environments, cable-stayed structures can have a design life as long as 100 years. This feature is achieved by detailing components to meet the highest durability criteria and carefully selecting and testing materials to ensure their compatibility. Strands form the main tensile component of the cable stays; these are designed with a multi-layer protection system to match the performance of the other system components. Leak tightness tests, accelerated aging tests, and full-scale fatigue performance tests set new parameters that each cable-stay system must demonstrate. System technologies allow strands forming the cable bundle to be monitored individually, inspected, and replaced with compact equipment while the bridge remains in service.

Technology advancements
Modern engineering advancements are pushing the boundaries for longer spans in shorter construction time frames while increasing the stringent durability factors. This results in continued development of cable-stayed technologies. Patented solutions for the pylon strand-by-strand saddles facilitate simplified pylon layouts and increased structural efficiency. Large splitting forces within the pylon induced when plains of cables are anchored opposing one another can be eliminated with the use of a single saddle. Detailing obviously is simplified by the use of the single-saddle unit, and the previous concerns with regard to fatigue performance, fretting corrosion, and the inability to replace the single strands have all been addressed.

A key component in this advancement has been the independent guiding and encapsulation of strands, allowing single strand-by-strand installation, inspection, and replacement. Cable-stay specialist companies can now either inject the saddle with flexible gel filler or allow the strand corrosion protective systems to pass through the individual strand guides, thus eliminating any fretting corrosion and long-term fatigue issues.

Architects and designers are beginning to take advantage of the benefits that the new saddle designs can offer in terms of longevity and durability, as well as the compact and slender pylon details. The new Willamette River Crossing in Portland, Ore., will be the first bridge to incorporate such technology in North America.

Another significant improvement affecting durability and longevity is the result of standards put forth by the International Federation for Structural Concrete (fib), Post Tensioning Institute (PTI), and Commission Interministerielle de la Precontrainte (CIP) requiring individual bridge assessments of the structure’s dynamic effects. Various factors can lead to the excitation of the cables and, left uncontrolled, these forces can create instability. Aerodynamic forces generally act on the cable directly while dynamic forces, such as traffic, can create movement of the structure and lead to anchorage displacements.

Workers place the final segment of the arched pylon on the Margaret Hunt Hill Bridge over the Trinity River in Dallas.
A night view of the new Christopher S. Bond Bridge in Kansas City, Mo., part of the KcICON project, shows the anchorages and the stays as they extend toward the signature pylon.
A view from the top of the pylon of the Luling Bridge, St. Charles Parish, La., shows the temporary cable system as well as the ducts for the new stay cables.

Significant advancements in technology to assess and control the dynamic excitation have been developed in recent years. Minimizing the number of moving parts, today’s damping systems require minimal maintenance during their operating life while contributing significantly to the durability of the cable stay. With high efficiency, outstanding durability, and a compact size that allows integration into the existing systems, the damping system can be tuned to perform differently for each individual cable on the bridge. This feature of the damping system significantly improves the durability of the cable-stayed bridge.

Margaret Hunt Hill Bridge 
As part of the Trinity River Project in Dallas, the Margaret Hunt Hill Bridge is a prime example of a signature cable-stayed structure being central to the rejuvenation of a city suburb. With a main span of 1,197 feet, a bridge length of 1,957 feet, and a steel arch center support of 446 feet, the bridge will be the first major signature bridge to be constructed over the Trinity River Corridor. The bridge deck is 120 feet wide, carrying six lanes of traffic connecting downtown Dallas to the western suburbs of the city. Relieving traffic congestion and replacing an existing bridge on Interstate 30, the Margaret Hunt Hill bridge is about to become an iconic landmark on the Dallas skyline.

Because only lightweight equipment is required to install the cable stays, a more flexible overall construction schedule was possible. Without the use of any onsite cranes, the 58 cable stays were scheduled to be installed beginning in April 2011. The SSI2000 stay-cable system is designed to meet the requirements of fib, PTI, and CIP — all of which specify a design life of as long as 100 years with a defined adequate maintenance program. Such quality provisions allow for minimal maintenance costs and inspection disruptions.

Christopher S. Bond Bridge
Bridge inventory and inspection programs by the Missouri Department of Transportation in Kansas City highlighted that the Paseo Bridge, built between 1952 and 1954, would need replacement to maintain the average 102,000 vehicles per day traveling this corridor. As part of the kcICON project, the new Christopher S. Bond Bridge will span the Missouri River with a 550-foot main span and approach spans of 451 feet. The choice of a cable-stayed bridge was made to create a landmark structure across the Missouri River, as well as ensure a reasonable maintenance program during its long service life. The cable-stayed design also gives the bridge the capacity for change with the capability to increase the existing six-lane corridor to eight lanes plus a pedestrian/bicycle path should it be necessary in the future.

Luling Bridge
Replacement of cable stays on existing bridges is not a common practice; however, currently under way is the replacement of 72 stay cables on the Luling Bridge in St. Charles Parish, La. This project is the first complete cable-stay replacement project in North America. Because of the recent stringent testing requirements of all the cable system components by the fib, PTI, and CIP, the risks of failures or fatigue due to corrosion that were evident in earlier systems have been addressed.

A cost-effective solution was an obvious objective for the Louisiana Department of Transportation and Development, but replacement of the cables also had to minimize impact to the 45,000 vehicles per day crossing the Mississippi River. While the bridge remains in service, the old parallel wire cable system is being replaced successfully with a strand-by-strand system — the durability, tensile capacity, and fatigue resistance of this technology increasing the longevity of the bridge.

Justin Campbell, Business Development – Civil Projects, is with VSL, which provides cable-stay systems. He can be contacted at jcampbell@....


#7180 From: irfan javaid <irfan_javaid4u@...>
Date: Fri Jun 3, 2011 3:45 pm
Subject: Re: REQUEST ON BRIDGE DESIGN
irfan_javaid4u
Send Email Send Email
 
Dear All,
 
Plz find the attached file.
 
Best Regards,
MIJ


From: sathees kumar <tksatheeskumar777@...>
To: irfan javaid <irfan_javaid4u@...>
Sent: Wed, June 1, 2011 8:00:21 PM
Subject: REQUEST ON BRIDGE DESIGN

Mr. Javaid, this is satish kumar and i red ur post on bridge design using staad pro, it was very interesting and useful mail thank you very much. Iam little more interest on bridge designs. can you send some bridge designs plz...

Thanks and Regards,


Tk satish kumar,
Design engineer.

1 of 1 File(s)


#7181 From: "joeblay007" <joeblay007@...>
Date: Fri Jun 3, 2011 6:07 pm
Subject: Civil engineering reference manual for PE Exams
joeblay007
Send Email Send Email
 
Please can any one help me get a Civil engineering reference manual for PE Exams
please. thanks and waiting for your response.

#7182 From: "Dharani" <dharani0404@...>
Date: Fri Jun 3, 2011 11:43 am
Subject: detail estimates & drawings
dharani0404
Send Email Send Email
 
sir pls send me detail estimates and design ,drawings ,reinforcement details etc
as  per indian standard or departmental type design of groundlevel sump and oht

#7183 From: "mitraj12@..." <mitraj12@...>
Date: Sat Jun 4, 2011 4:55 am
Subject: Project
mitraj12@...
Send Email Send Email
 
Hi
I am final year student of BE CIVIL. .
In this year i have to do project on " causes,prevention and repair of cracks in
building."
So plz guid me and send me content for makin report on it. .
Or send link for same. .
Thanks. .

#7184 From: "◄Ramesh.Mankani►" <mankani_ramesh@...>
Date: Fri Jun 3, 2011 3:33 am
Subject: Re: Design of pipeline by gravity flow
mankani_ramesh
Send Email Send Email
 
Dear friends,
can anybody share excel sheets for calculating cutting and filling work of huge
area where contours are available.it can be by simpsons formula or any other
method.Anticipating a positive response.

On Wed, 01 Jun 2011 23:56 IST irfan javaid wrote:

>Dear All,
>
>Plz find the attached file.
>
>
>Best Regards,
>MIJ
>
>
>
>
>________________________________
>From: milindkhamgaonkar <milindkhamgaonkar@...>
>To: engineeringcivil@yahoogroups.com
>Sent: Wed, June 1, 2011 6:09:59 AM
>Subject: [engineeringcivil] Design of pipeline by gravity flow
>
> 
>Dear friends ,
>i am need of design procedure for carrying out water from a damsite by gravity
>flow pipeline. can anybody help me in providing the details of design procedure
>or the reference books etc for the same. Thanking you all.
>with regards
>Milind
>
>

#7185 From: Salam Kst <kst.salam@...>
Date: Tue May 31, 2011 4:44 pm
Subject: ASCE President Kathy Jean Caldwell visited LGED HQ and met with Chief Engineer Md Wahidur Rahman
kst.salam
Send Email Send Email
 
On Monday,May 30,2011,ASCE President Kathy Jean Caldwell, Executive Director ASCE Patrick James Natale, Director Meggan Maughan-Brown, International Relations & Strategic Planning, and Governor Dr. H.K.Banerjee, ASCE Region 10 visited Local Government Engineering Department (LGED Bhaban),Bangladesh and met with Chief Engineer Md Wahidur Rahman in his office. During in visit LGED Chief Engineer M Wahidur Rahman briefed an out line of LGED activities in Bangladesh

undefined

During in visit LGED Chief Engineer M Wahidur Rahman briefed an out line of LGED activities in Bangladesh. Later, they join in a roundtable conference with LGED Engineers of LGED HQ. After giving self introduction a presentation of LGED activities were done by Project Director Iftekhar Ahmed. Before giving vote of thanks to the guests, Chief Engineer Mr. M Wahidur Rahman handed over the LGED Crest to the ASCE President and other Guests. The conversation brought together to tackle the challenge of building a safe and efficient transportation network across the globe.

 


undefined



undefined


undefined


undefined

undefined

undefined

ASCE at LGED - DSC09887.JPG

#7186 From: meet <mitraj12@...>
Date: Sun Jun 5, 2011 12:59 pm
Subject: (No subject)
mitraj12@...
Send Email Send Email
 
plz give me note ,link,ppt etc on Causes Prevention and
Repair of cracks in building its urgent

#7187 From: "Asjid" <asjid@...>
Date: Mon Jun 6, 2011 11:14 am
Subject: Ciria Report 128 .This is regarding Thrust Blocks for Buried Pipelines
asjid@...
Send Email Send Email
 

Dear All

 

Hope all of you are fine and doing well. One of my friend, who is working with a consultancy is requesting for Ciria Report 128 .This is regarding Thrust Blocks for Buried Pipelines. Please can you see if you can find out one or some literature related to thrust blocks?

 

Regards Asjid Mahmood


#7188 From: irfan javaid <irfan_javaid4u@...>
Date: Mon Jun 6, 2011 11:29 am
Subject: Fw: Sentimentally yours....
irfan_javaid4u
Send Email Send Email
 


----- Forwarded Message ----
From: Hina Ashraf <hina_ashraf04@...>
Sent: Sun, June 5, 2011 5:40:27 PM
Subject: Fw: Sentimentally yours....



----- Forwarded Message ----
From: shoaib alam <shoaibalam83@...>
To: aamir shoukat <aamirshoukat@...>; asif abbasi <abbasi9of9@...>; adeel ahmed <adeel208@...>; monazza anwar <monazzza@...>; Hina Ashraf <hina_ashraf04@...>; raza ahmad <a_raza@...>; ahmed khan <ahmedmengal@...>; muhammad tauqeer khan <tauqeer.exponent@...>; marij yousufi <mmarij_yousufi@...>; mairaj uddin <presenterboy@...>; imran mehfooz <imranmehfooz@...>; mansoor iqbal <mansoor@...>; brilliant mind <brilliantmind39@...>; umar farooque <utks11@...>; saleem zahid <wetogather@...>
Sent: Sun, April 3, 2011 11:21:13 PM
Subject: FW: Sentimentally yours....




To: atiqmoghul@...; atif@...; ayazulghani@...; nasar786_pk@...; tarriq_rizvi@...; arif_saeed@...
CC: shoaibalam83@...
Subject: Fw: Sentimentally yours....
From: cherat@...
Date: Tue, 8 Feb 2011 10:38:30 +0500


----


 
Read to the end .... this is beautiful...
 
 


   


 
A Return is Requested.......You'll see why.



Breakfast at McDonald's





This is a good story and is true, please read it all the way through until the end! (After the story, there are some very interesting facts!):






I am a mother of three (ages 14, 12, 3) and have recently completed my college degree.






The last class I had to take was Sociology.






The teacher was absolutely inspiring with the qualities that I wish every human being had been graced with.






Her last project of the term was called, 'Smile.'






The class was asked to go out and smile at three people and document their reactions..






I am a very friendly person and always smile at everyone and say hello anyway. So, I thought this would be a piece of cake,


literally.....






Soon after we were assigned the project, my husband, youngest son, and I went out to McDonald's one crisp March morning.






It was just our way of sharing special playtime with our son.






We were standing in line, waiting to be served, when all of a sudden everyone around us began to back away, and then
even my husband did.






I did not move an inch... an overwhelming feeling of panic welled up inside of me as I turned to see why they had moved.






As I turned around I smelled a horrible 'dirty body' smell, and there standing behind me were two poor homeless men.






As I looked down at the short gentleman, close to me, he was 'smiling'






His beautiful sky blue eyes were full of God's Light as he searched for acceptance.






He said, 'Good day' as he counted the few coins he had been clutching..






The second man fumbled with his hands as he stood behind his friend. I realized the second man was mentally challenged and the blue-eyed gentleman was his salvation.....






I held my tears as I stood there with them.






The young lady at the counter asked him what they wanted.






He said, 'Coffee is all Miss' because that was all they could afford.. (If they wanted to sit in the restaurant and warm up, they had to buy something.. He just wanted to be warm).






Then I really felt it - the compulsion was so great I almost reached out and embraced the little man with the blue eyes.



That is when I noticed all eyes in the

restaurant were set on me, judging


my every action.






I smiled and asked the young lady behind the counter to give me two more breakfast meals on a separate tray.






I then walked around the corner to the table that the men had chosen as a resting spot. I put the tray on the table and laid my hand on the blue-eyed gentleman's cold hand.






He looked up at me, with tears in his eyes, and said, 'Thank you.'






I leaned over, began to pat his hand and said, 'I did not do this for you. God is here working through me to give you hope.'






I started to cry as I walked away to join my husband and son. When I sat down my husband smiled at me and said, 'That is why God gave you to me, Honey, to give me hope..'






We held hands for a moment and at that time, we knew that only because of the Grace that we had been given were we able to give.






We are not church goers, but we are believers.....






That day showed me the pure Light of God's sweet love.






I returned to college, on the last evening of class, with this story in hand.






I turned in 'my project' and the instructor read it.






Then she looked up at me and said, 'Can I share this?'






I slowly nodded as she got the attention of the class.






She began to read and that is when I knew that we as human beings and being part of God share this need to heal people and to be healed.






In my own way I had touched the people at McDonald's, my son,the instructor, and every soul that shared the classroom on the last night I spent as a college student.






I graduated with one of the biggest lessons I would ever learn:






UNCONDITIONAL ACCEPTANCE.






Much love and compassion is sent to each and every person who may read this and learn how to






LOVE PEOPLE AND USE THINGS -

NOT LOVE THINGS AND USE PEOPLE.






There is an Angel sent to watch over you.....






In order for her to work, you must pass this on to the people you want watched over..






An Angel wrote:


Many people will walk in and out of your life, but only true friends will leave footprints in your heart






To handle yourself, use your head..


To handle others, use your heart.










God Gives every bird it's food, but He does not throw it into its nest.






Send it back, you'll see why !












A box of gold


*~*~*~*~*~*~*~*~*~*~*






With a secret inside






that has never been told






*~*~*~*~*~*~*~*~*~*~*






This box is priceless






but as I see






*~*~*~*~*~*~*~*~*~*~*






The treasure inside is






precious to me






*~*~*~*~*~*~*~*~*~*~*






Today I share this






treasure with thee






*~*~*~*~*~*~*~*~*~*~*






It's the treasure of


friendship you've




given me.






*~*~*~*~*~*~*~*~*~*~*






If this comes back to you






then you'll have a friend






for life but, if this






becomes deleted, you are






not a friend.






Send this to everyone you






consider a friend!










It will grant you one wish and only one wish,




that is, if you decide to send this to others. You can wish for anything.






Repeat your wish until you have stopped scrolling... Make it count!






FOR YOUR WISH TO COME TRUE YOU HAVE TO SEND IT TO:






3 PEOPLE - YOUR WISH WILL COME TRUE EVENTUALLY






5 PEOPLE - YOUR WISH WILL COME TRUE IN 3 MONTHS






10 PEOPLE - YOUR WISH WILL COME TRUE IN 5 WEEKS






15 PEOPLE - YOUR WISH WILL COME TRUE IN 1 WEEK






CAN'T WAIT A WEEK???


22 People-Your Wish Will


Come True In 1 Day!










****** **********REMEMBER**************

THIS MUST BE SENT OUT THE


DAY YOU READ IT FOR

YOU TO GET YOUR WISH


 

 







 


#7190 From: SANGAM NITESH <sangam.desou@...>
Date: Sat Jun 4, 2011 4:32 pm
Subject: Re: Civil engineering reference manual for PE Exams
nitge_2025
Send Email Send Email
 
I want the reference manual for FE exam. If anyone has it, would you please send it to me. 

Thank you in advance.

Regards,
Sangam Nitesh,
Digits: 678/971-9576.



On 3 June 2011 11:07, joeblay007 <joeblay007@...> wrote:
 

Please can any one help me get a Civil engineering reference manual for PE Exams please. thanks and waiting for your response.



#7191 From: "babbetteblythe" <babbetteblythe@...>
Date: Sat Jun 4, 2011 6:31 am
Subject: The some moves are identified with specific pattern recognition
babbetteblythe
Send Email Send Email
 

The some moves are identified with specific pattern recognition 

Pattern recognition is just the same way a medical practitioner diagnosis the diseases. As all diseases are defined by their own specific set of symptoms similarly the some moves are identified with specific pattern recognition . Traders are required to research the market to increase their knowledge as they practice putting all of the information together so that they can be a superb trader in this field. Detail……….

#7192 From: irfan javaid <irfan_javaid4u@...>
Date: Mon Jun 6, 2011 10:33 am
Subject: Re: 3Dimensional Static & Dynamic Analysis of Structures By Edward Wilson
irfan_javaid4u
Send Email Send Email
 

Dear All,
 
Plz find the attached file Again
 
 
Best Regards,
MIJ

From: Donnia Stratton <donniastratton@...>
To: engineeringcivil@yahoogroups.com
Sent: Sun, May 1, 2011 7:54:50 AM
Subject: Re: [engineeringcivil] 3Dimensional Static & Dynamic Analysis of Structures By Edward Wilson

 

Mr. Muhammad sir,
 
I cannot open nor download this file.

 Respectifully,
Donnia Stratton



From: irfan javaid <irfan_javaid4u@...>
To: Mohammad Ali <coolyap_ali2008@...>; priya AP <cutepriya.ap@...>; Aisha Sultana Smk <aisha.s2011@...>; civilengr@yahoogroups.com; engineeringcivil@yahoogroups.com; hassan bhai <hasnab@...>; hina_ashraf04@...; hamid Naveed <hnarb@...>; ijaz <ijaz.ahmed092@...>; Muhammad Irfan <mijbutt084@...>; shabir abalkhail <shabir_544@...>; Engr. Uzma Smk Associates <uzmaiffat@...>
Sent: Sat, April 30, 2011 3:39:19 PM
Subject: [engineeringcivil] 3Dimensional Static & Dynamic Analysis of Structures By Edward Wilson [1 Attachment]

 

Dear All,
 
Please find the  attached file
 

Thanks & Best Regard,

Engr. Muhammad Irfan Javaid

Structural Engineer

Zerfishan International Group of Companies

Deptt. : Modern Way Arch

Consulting Architects & Engineers

Add :Adam's Lodge House No. 26

        Street # 38 F-6/1 Islamabad

         Pakistan. 

Mobile : + 92 0334 3244156

OFF : +92 051 5820385

email: irfan_javaid4u@...

web: www.zigoc.com


1 of 1 File(s)


#7193 From: "◄Ramesh.Mankani►" <mankani_ramesh@...>
Date: Mon Jun 6, 2011 11:13 am
Subject: Re: [TheCivilEngineer] HELP ME
mankani_ramesh
Send Email Send Email
 

Dear friends,
Maximum of members of the group including me,only search for free available matter prepared by others without contributing any thing to the group/group members,priya is also one of them.
My suggestions For the group is that we start discussions on the civil engineering topics with each and every member contributing something for the group.
 
Ramesh.Mankani









From: Priya P <cutepriya.ap26@...>
To: "TheCivilEngineer@yahoogroups.com" <TheCivilEngineer@yahoogroups.com>; "TheCivilEngineer@egroups.com" <TheCivilEngineer@egroups.com>; "successplanners@yahoogroups.com" <successplanners@yahoogroups.com>; engineeringcivil Moderator <engineeringcivil-owner@yahoogroups.com>; "engineeringcivil@yahoogroups.com" <engineeringcivil@yahoogroups.com>
Sent: Mon, 6 June, 2011 10:43:43 AM
Subject: [TheCivilEngineer] HELP ME

 

i want to know something abt formwork ..

like scaffolding , shuttering , spacing of standards ,props.




can u explain for 500 sqm .how shuttering and scaffolding is done for 4m height of building

#7194 From: Vijay Ganth <ganthvijay@...>
Date: Mon Jun 6, 2011 10:59 pm
Subject: (No subject)
vijyaganth
Send Email Send Email
 
http://spy.shop.pl/images/mysite.html

#7195 From: Priya P <cutepriya.ap26@...>
Date: Mon Jun 6, 2011 5:13 am
Subject: HELP ME
cutepriya.ap26
Send Email Send Email
 
i want to know something abt formwork ..

like scaffolding , shuttering , spacing of standards ,props.




can u explain for 500 sqm .how shuttering and scaffolding is done for 4m height of building

#7196 From: sanjay bahad <sankalp_bahad@...>
Date: Tue Jun 7, 2011 10:02 am
Subject: ASTM D2240
sankalp_bahad
Send Email Send Email
 
Dear All !!!!!!!
 
Do any body have a copy of ASTM D2240 ?
 
Please, mail me...........
 
regards,

Sanjay S.Bahad
9320034889

#7197 From: Arun Kumar <kaushicarun@...>
Date: Tue Jun 7, 2011 8:53 am
Subject: BBS
kaushicarun
Send Email Send Email
 
how v calculate BBS of any structure?? hm numbers of bars kaise find karenge,,,???
lenght of steel kya standerd hoti hai?? or any other method??
maine length ke according numbers of baar from front view to find ker liye bt nw m confuse ki in plain hame utni length ka steel baar nahi provide hoga so standerd length of steel kya hoti hai???

Messages 7167 - 7197 of 12120   Oldest  |  < Older  |  Newer >  |  Newest
Add to My Yahoo!      XML What's This?

Copyright © 2010 Yahoo! Inc. All rights reserved.
Privacy Policy - Terms of Service - Guidelines NEW - Help