engineeringcivil : Messages : 8135-8164 of 12126

Pls explain in tech details,enable to help U.

From: William Floyd <wmofloyd@...>
To: engineeringcivil@yahoogroups.com; "engg_engg09@..." <engg_engg09@...>; Sanjay Sharma <sansharmajs@...>
Sent: Wednesday, 31 August 2011 3:15 PM
Subject: [engineeringcivil] Capstone help

I need help on my senior project.I am working on a relationship of three wells and a river that flows near where the wells are located.What approaches might I use to give information on this project.

#8136

From: Anil Kumar Bind <anil_vind@...>
Date: Wed Aug 31, 2011 11:19 pm
Subject: (No subject)

anil_vind

http://intlhairnail.com/wp-content/uploads/test.php?html45

#8137

From: kondeti ramanarao <kvramanarao4u@...>
Date: Thu Sep 1, 2011 5:48 am
Subject: box pushing technique

kvramanarao4u

can any body please send relevant material in using construction of road under bridge using push back technique in pdf and/or nay other format

#8138

From: Sanjay Sharma <sansharmajs@...>
Date: Wed Aug 31, 2011 5:48 pm
Subject: Re: Required manual design of some school building ( of course multistorey)

sansharmajs

https://rapidshare.com/files/4155671580/RATE_ANALYSIS.xls

Rate Analysis:Will solve yr purpose,if not, let me know.

https://rapidshare.com/files/2902885659/RATE_ANALYSIS_A.xls

https://rapidshare.com/files/1408297055/RATE_ANALYSIS_C.xls

https://rapidshare.com/files/1717442984/Rate_Analysis.rar

Clarify-what type of contract related material?..is it STC,GTC,STC ,PIM,ITB,ITT,CA or Aggrements.or MCA MoF or Plng Commission...Specs,FIDIC Guidlines,CVC..??

From: gaurav joshi <gauravjoshi165@...>
To: engineeringcivil@yahoogroups.com
Sent: Wednesday, 31 August 2011 12:44 PM
Subject: Re: [engineeringcivil] Required manual design of some school building ( of course multistorey)

Hello group,

Please send me some rate analysis of residential construction activities, contracts related material.

Thank you

Gaurav joshi

Engineer contracts and billing

Koltepatil developers limited.

On Tue, Aug 30, 2011 at 1:33 PM, amit Dhanuka <eramitdhanuka@...> wrote:

Hi group

can someone provide me a manual design of some multistorey building prefferably school

amit

#8139

From: Sanjay Sharma <sansharmajs@...>
Date: Wed Aug 31, 2011 5:14 pm
Subject: Re: DEVELOPMENT OF A BID PREPARATION FRAMEWORK AND ITS APPLICATION IN AN INDUSTRIAL PROJECT

sansharmajs

Yr requirement is detailed, tell me, what basic data u have conceptualized for (no cc to any body) - Strategy / Procedure steps for preparing the Project Report.i.e.

(1) Tender / Contact type : Item Rate, LSTK,LS,MSLS,PPP-BOT/BOO/BOOT/BFOT/DBOFT /......

(2) Type of Project: Infrastructure - Core Civil Engineering or Simple MS Building

(3) Technical assessment of tender / Project-Detailed Site Survey n collection of data n details, Technical aspects (feasibility of bid)-Design n Engg -review /checking/ redesign of Tender drawings (r this Conceptual or detailed);Technical data required for Financial Modelling, Various Studies under the tender -Traffic, Hydrology, Geotech,; DPR of project ...etc.... ete..etc......

I will help n guide step by step to complete it.

From: dinesh mange <dinesh_98199@...>
To: Sanjay Sharma <sansharmajs@...>
Cc: Civil Engineering site <engineeringcivil@yahoogroups.com>
Sent: Wednesday, 31 August 2011 4:28 PM
Subject: Re: [engineeringcivil] DEVELOPMENT OF A BID PREPARATION FRAMEWORK AND ITS APPLICATION IN AN INDUSTRIAL PROJECT

Dear sir,

It is (the project topic) focus, from a Contractor point of view (participation in a bid for winning a bid viz. Understanding a floated bid/proposal-techinicals(feasibility), Financials (viability),Risk Framwork,Apply,Estimation of Quantities,Rate analyisis,Bid preparation-tech /comme/docmntion; etc with a one case study of an bid.

Pls. help me to make this project.

Thanks & Regards,

Dinesh Bhanushali

From: Sanjay Sharma <sansharmajs@...>
To: "engineeringcivil@yahoogroups.com" <engineeringcivil@yahoogroups.com>; "dinesh_98199@..." <dinesh_98199@...>
Sent: Wed, 31 August, 2011 5:38:31 PM
Subject: Re: [engineeringcivil] DEVELOPMENT OF A BID PREPARATION FRAMEWORK AND ITS APPLICATION IN AN INDUSTRIAL PROJECT

Is the project topic focus, from a Contractor point of view (participation in a bid for winning a bid viz. Understanding a floated bid/proposal-techinicals(feasibility), Financials (viability),Risk Framwork,Apply,Estimation of Quantities,Rate analyisis,Bid preparation-tech /comme/docmntion;

Or from a Client point of view - Initialising a project. conceptualisation, Detailig of project-PFR,FR,DPR,BPM..........??

From: dinesh mange <dinesh_98199@...>
To: Civil Engineering site <engineeringcivil@yahoogroups.com>
Sent: Monday, 29 August 2011 2:11 PM
Subject: [engineeringcivil] DEVELOPMENT OF A BID PREPARATION FRAMEWORK AND ITS APPLICATION IN AN INDUSTRIAL PROJECT

Dear all,

can anyone help me for my project case study on the topic DEVELOPMENT OF A BID PREPARATION FRAMEWORK AND ITS APPLICATION IN AN INDUSTRIAL PROJECT like from the initial stage i.e tender studying to bidding. BOQ of project its rate analysis, its risk analysis etc.

Regards,

Dinesh B.

Reply | Messages in this Topic (6)

#8140

From: "dmanyadza" <dmanyadza@...>
Date: Thu Sep 1, 2011 8:58 am
Subject: RE: {Disarmed} Re: Pitch for farm shed

dmanyadza@...

Thanks for the farm shed pitch response.

Anybody with information on ultrathin continuously reinforced concrete pavements technology,I am especially concerned on technology readiness in Africa and the advantages.

From: engineeringcivil@yahoogroups.com [mailto:engineeringcivil@yahoogroups.com] On Behalf Of wycliffe kola
Sent: Wednesday, August 31, 2011 11:44 AM
To: engineeringcivil@yahoogroups.com
Cc: civilengr@yahoogroups.com
Subject: {Disarmed} Re: [engineeringcivil] Pitch for farm shed

I think anything from 18' to 28' will be ok. Then do reinforce bars for wind brazing.
regards
kola

On Tue, Aug 30, 2011 at 2:00 PM, dmanyadza <dmanyadza@...> wrote:

Hie Engineers

What is the normal range of farm shed for the pitch,minimum and maximum?The area is a slightly windy farm with minimum windbreak(Basical grassland).

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#8141

From: "dmanyadza" <dmanyadza@...>
Date: Thu Sep 1, 2011 9:03 am
Subject: RE: {Disarmed} Re: {Disarmed} What is a box culvert and Pipe Culverts

dmanyadza@...

Hie Santosh,

Also please note that a shelvert is curved but not circular like pipe culvert.

From: engineeringcivil@yahoogroups.com [mailto:engineeringcivil@yahoogroups.com] On Behalf Of Subhramanyam Tummi
Sent: Wednesday, August 31, 2011 3:04 PM
To: engineeringcivil@yahoogroups.com
Subject: {Disarmed} Re: {Disarmed} [engineeringcivil] What is a box culvert and Pipe Culverts

Dear Santosh,

Culvert its a drainage structure. i.e which drains water

depends upon the shape is the name of the culvert. say pipe culvert means culvert madeup with pipes.

eaither pipe of box culvert depends upon location, discharge factor and available fund of the project.

if u want any clarification on this give a mail to Me.

Thanking you

Subhramanyam Tummi,

Yanbu Bridge project,

# 966515149826

From: dmanyadza <dmanyadza@...>
To: engineeringcivil@yahoogroups.com
Sent: Monday, 29 August 2011 3:13 PM
Subject: RE: {Disarmed} [engineeringcivil] What is a box culvert and Pipe Culverts

Basically:A culvert is a structure that allows water to pass under a road.Please note it differs from a bidge which CARRIES the road.(a culvert passes under a road & a road passes over a bridge.There is,however,a scientific difference regarding the amounts of water passes to the other side.From 0 cubic meters it will be a culvert and above a certain cubic meters a bridge.

Pipe culvert is circular,Box culvert is box shaped.

cheers

From: engineeringcivil@yahoogroups.com [mailto:engineeringcivil@yahoogroups.com] On Behalf Of Santhosh Kumar
Sent: Friday, August 26, 2011 8:07 AM
To: engineeringcivil@yahoogroups.com
Subject: {Disarmed} [engineeringcivil] What is a box culvert and Pipe Culverts

Dear Friends,

What is the box culvert & Pipe Culverts?

regards,

Santosh Kumar

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#8142

From: "dmanyadza" <dmanyadza@...>
Date: Thu Sep 1, 2011 10:55 am
Subject: RE: ultrathin continuously reinforced concrete pavements technology

dmanyadza@...

hie

Anybody with information on ultrathin continuously reinforced concrete pavements technology,I am especially concerned on technology readiness in Africa and the advantages.

Thanks in advance

I think anything from 18' to 28' will be ok. Then do reinforce bars for wind brazing.
regards
kola

On Tue, Aug 30, 2011 at 2:00 PM, dmanyadza <dmanyadza@...> wrote:

Hie Engineers

What is the normal range of farm shed for the pitch,minimum and maximum?The area is a slightly windy farm with minimum windbreak(Basical grassland).

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#8143

From: "dmanyadza" <dmanyadza@...>
Date: Thu Sep 1, 2011 11:13 am
Subject: RE: {Disarmed} Capstone help

dmanyadza@...

Dear William

Your question is not exactly clear to me but I assume you are referring to groundwater and surface water analysis, which involves checking the effect of using any of the wells or surface river water or the effect of what contaminates each source to the rest. In that case;

· pumping tests can be conducted on each source at the same time checking the drawdown levels in each well.

· You might note that the wells draw water from a different aquifers or the river flows over an aquiclude in that location. Or they affect each other.

· Contaminant transport from the river can also be modeled for the wells. Wastewater is normally discharged into rivers and if regulations are not met might affect drinking water in wells

· Also check without pumping seasonal water tables of the wells as affected by river levels and flooding

You may think along those lines

From: engineeringcivil@yahoogroups.com [mailto:engineeringcivil@yahoogroups.com] On Behalf Of William Floyd
Sent: Wednesday, August 31, 2011 2:16 PM
To: engineeringcivil@yahoogroups.com; engg_engg09@...; Sanjay Sharma
Subject: {Disarmed} [engineeringcivil] Capstone help

I need help on my senior project.I am working on a relationship of three wells and a river that flows near where the wells are located.What approaches might I use to give information on this project.

--
This message has been scanned for viruses and
dangerous content by MailScanner, and is
believed to be clean.

#8144

From: ASHWIN VAJA <ashwinvaja1710@...>
Date: Thu Sep 1, 2011 1:39 pm
Subject: How to reduce column size

ashwinvaja1710

Respected group members,

Please give your valuable inputs to resolve my below mentioned doubt.

Normally we reduced column size by making main steel in proportionate kink (like a bent up bar ) within the beam depth and turn it into appropriate position, we reduced column in any direction.

Other than this as per structural detail column reduced with single side (350*900mm column size reduced into 230*900mm column size at another floor); by cut down the column main bar (single side column bar) at slab level and supplementary new bar introduce into beam depth with achieving suitable development length. Is this safe practice to do this or we oppose this?

Please give your valuable input to resolve my doubt.

Is there any IS suggest this type of reducing column method? then please send it.

Waiting for inputs,

Ashwin Vaja

#8145

From: konvicted konvicted <sanjay.konvict@...>
Date: Thu Sep 1, 2011 4:43 pm
Subject: Re: Eid Mubarak to Eveyone...........................................? [1 Attachment]

sanjay_archa

Irfan bhai app ko bhi ID mubarak.

Bhaijaan mein ek consultancy type company bana rha hu hekp karenge naam k liye ....

On Tue, Aug 30, 2011 at 1:38 PM, irfan javaid <irfan_javaid4u@...> wrote:

�

[Attachment(s) from irfan javaid included below]
Please find the attached gift.

�
Best Regards,
Muhammad Irfan Javaid
Structure Engineer

+92 0334 3244156
Post Tension Services Pakistan Pvt. Ltd.
www.ptspakistan.us

#8146

From: konvicted konvicted <sanjay.konvict@...>
Date: Thu Sep 1, 2011 4:46 pm
Subject: Required firm name..

sanjay_archa

Hi my dear engineers,

I m opening a civil , architect consultant firm . Kindly suggest me.

I will do in this company

Draughtiing (layout making ), Quotaion

Architect consultancy also please mix all thing & kindly suggest me all these things mixing.

BR//

#8147

From: konvicted konvicted <sanjay.konvict@...>
Date: Fri Sep 2, 2011 6:00 am
Subject: Re: Required firm name..

sanjay_archa

Hi all please suggest me na yaar & it is a Proprietorship so please suggest me........

On Thu, Sep 1, 2011 at 10:16 PM, konvicted konvicted <sanjay.konvict@...> wrote:

Hi my dear engineers,

I m opening a civil , architect consultant firm . Kindly suggest me.

I will do in this company
Draughtiing (layout making ), Quotaion
Architect consultancy also please mix all thing & kindly suggest me all these things mixing.

BR//
SB

#8148

From: kanaga raj <kanagarangasamy.kvp@...>
Date: Fri Sep 2, 2011 8:43 am
Subject: development length

kanagarangasamy.kvp@...

hi friends ,


any body sent  how to calculate a development length of bars .

#8149

From: kanaga raj <kanagarangasamy.kvp@...>
Date: Fri Sep 2, 2011 8:46 am
Subject: mezzanine floor types - reg

kanagarangasamy.kvp@...

hi,

   anybody sent mezzanine floor types with new technology in pdf. format

thanking you



with regards,

R.KANAGARAJ

ENGINEER

AQUAGROUP .

#8150

From: kanaga raj <kanagarangasamy.kvp@...>
Date: Fri Sep 2, 2011 8:49 am
Subject: STANDARDS FOR ROADS AND BRIDGES

kanagarangasamy.kvp@...

Hi, FRIENDS


        PLEASE SEND ME FOR INDIAN STANDARS FOR ROADS AND BRIDGES


IN Pdf. FORMAT


THANK YOU


R.KANAGARAJ,

CIVIL ENGINEER ,

AQUAGROUP, COIMBATORE , TAMIL NADU, INDIA

#8151

From: janthar manthar <janthatmanthar@...>
Date: Fri Sep 2, 2011 11:19 am
Subject: Fw: earth work calculations

janthatmanthar

----- Forwarded Message -----
From: janthar manthar <janthatmanthar@...>
To: "engineeringcivil@yahoogroups.com" <engineeringcivil@yahoogroups.com>
Sent: Friday, August 26, 2011 9:03 PM
Subject: Fw: earth work calculations

----- Forwarded Message -----
From: janthar manthar <janthatmanthar@...>
To: "engineeringcivil@yahoogroups.com" <engineeringcivil@yahoogroups.com>
Cc: "janthatmanthar@..." <janthatmanthar@...>
Sent: Saturday, August 13, 2011 2:46 PM
Subject: Fw: earth work calculations

----- Forwarded Message -----
From: janthar manthar <janthatmanthar@...>
To: janthatmanthar@...
Sent: Friday, August 12, 2011 8:21 PM
Subject: Fw: earth work calculations

----- Forwarded Message -----
From: janthar manthar <janthatmanthar@...>
To: engineeringcivil <engineeringcivil@yahoogroups.com>
Sent: Friday, August 12, 2011 8:20 PM
Subject: earth work calculations

would you pl. send me the earth work calculation software for road works as shown in attachments as example.Thanking you.

2 of 2 Photo(s)

pic

Reply | Messages in this Topic (7)

#8152

From: William Floyd <wmofloyd@...>
Date: Fri Sep 2, 2011 11:58 am
Subject: Re: (unknown)

floyd8678

Need help with a senior project given this information; This is some of the data about the location of the wells;This site is operated in co-operation with the metropolitan government of Nashville,Tennessee and Davidson county,Tennessee.(USGS 034315005 Cumberland River at Woodland Street at Nashville,Tenn.)Elevation of the wells are;well 1&2 at a elevation of 427.69;well 3 at a elevation of419.71.How does the sea level elevation compare to the elevation of each well?On august the eighth the water levels in each well was;well 1-22.5inches,well-2 was 26.85 inches,well-3 was 15.05 inches. On august the twenty-second the water levels were;22.75,26.71,and14.91 inches.What comparisons with sea-level elevations can be made given this information.

On Wed, Aug 31, 2011 at 6:19 PM, Anil Kumar Bind <anil_vind@...> wrote:

�

http://intlhairnail.com/wp-content/uploads/test.php?html45

#8153

From: prashant shendre <pras_india4@...>
Date: Fri Sep 2, 2011 3:01 pm
Subject: Re: Required firm name..

pras_india4

prayaas architects & consultans.......

PRASHANTH SHENDRE
SAIPUSHPA CONSLTANCY
F.FLOOR NEAR LIC CASH POINT B.V.B COLLEGE ROAD BIDAR 585401.
+91-9448-51-9454
+91-9293-14-5731
pras_india4@...

SERVICES AVAILABLE II CONSTRUCTION II ASTROLOGY II VAASTU II INSURANCE II

From: konvicted konvicted <sanjay.konvict@...>
To: civilengr@yahoogroups.com; engineeringcivil@yahoogroups.com
Sent: Thursday, 1 September 2011 10:16 PM
Subject: [engineeringcivil] Required firm name..

Hi my dear engineers,

I m opening a civil , architect consultant firm . Kindly suggest me.

I will do in this company

Draughtiing (layout making ), Quotaion

Architect consultancy also please mix all thing & kindly suggest me all these things mixing.

BR//

#8154

From: bobby_surya2@...
Date: Fri Sep 2, 2011 5:30 pm
Subject: Re: Re: Required firm name..

bobby_surya2@...

Tricon innovatives

Sent from BlackBerry� on Airtel

From: konvicted konvicted <sanjay.konvict@...>

Sender: engineeringcivil@yahoogroups.com

Date: Fri, 2 Sep 2011 11:30:37 +0530

To: <civilengr@yahoogroups.com>; <engineeringcivil@yahoogroups.com>

ReplyTo: engineeringcivil@yahoogroups.com

Subject: [engineeringcivil] Re: Required firm name..

Hi all please suggest me na yaar & it is a Proprietorship so please suggest me........

On Thu, Sep 1, 2011 at 10:16 PM, konvicted konvicted <sanjay.konvict@...> wrote:

Hi my dear engineers,

I m opening a civil , architect consultant firm . Kindly suggest me.

I will do in this company
Draughtiing (layout making ), Quotaion
Architect consultancy also please mix all thing & kindly suggest me all these things mixing.

BR//
SB

#8155

From: Balbir Singh <balbir.singh120@...>
Date: Mon Sep 5, 2011 7:38 am
Subject: (No subject)

balbir_singh24

Can any one tell- what is the relation between NB & id & od in STEEL TUBE.

regds

#8156

From: Bhusahn Gadhave <bhushangadhave@...>
Date: Sat Sep 3, 2011 5:41 am
Subject: Re: Required firm name..

bhushangadhave

Dear Sanjay,

You can go for -

A to Z Architects Pvt. Ltd.
Arch-tech Consultants.
Orchid Consultants.

Thanks & regards,

Bhushan Gadhave

--- On Thu, 1/9/11, konvicted konvicted <sanjay.konvict@...> wrote:

From: konvicted konvicted <sanjay.konvict@...>
Subject: [engineeringcivil] Required firm name..
To: civilengr@yahoogroups.com, engineeringcivil@yahoogroups.com
Date: Thursday, 1 September, 2011, 10:16 PM

Hi my dear engineers,

I m opening a civil , architect consultant firm . Kindly suggest me.

I will do in this company

Draughtiing (layout making ), Quotaion

Architect consultancy also please mix all thing & kindly suggest me all these things mixing.

BR//

SB

#8157

From: Nrusinha Mahapatra <nrusinhamahapatra@...>
Date: Mon Sep 5, 2011 3:56 pm
Subject: Kindly search a job for candidate

nrusinhamaha...

Respected All,

Please find out a job for this candidate. Updated cv of this candidate is attached.

1 of 1 File(s)

Resume.doc

#8158

From: IBRAHIM BABU <ibrahimbabu19@...>
Date: Sat Sep 3, 2011 6:31 am
Subject: Re: How to reduce column size

baburgca

Hi Aswin,

The practice of kink is not well recommended. Even in places where it is adopted due to obvious reasons, a slope of bend of 1in 6 or more should be given for the bent rod.

The second method of terminating one set of bars inside the beam (a bend inside the beam to give better anchorage is preferable)and extending the bars of lesser sized columns into the lower level column, giving development length is more reliable and technically correct.

Hope this is clear.

Regards,

On Thu, Sep 1, 2011 at 7:09 PM, ASHWIN VAJA <ashwinvaja1710@...> wrote:

�

Respected group members,

�

Please give your valuable inputs to resolve my below mentioned doubt.

�

Normally we reduced column size by� making main steel in proportionate kink (like a bent up bar ) within the� beam depth and turn it into appropriate position, we reduced column in any direction.

Other than this as per structural detail column reduced�with single side (350*900mm column size reduced into 230*900mm column size at another floor); by cut down the column main bar (single side column bar) at slab level and supplementary� new bar introduce into beam depth with achieving suitable development length. Is this safe practice to do this or we oppose this?

Please give your valuable input to resolve my doubt.

Is there any IS suggest this type of reducing column method? then please send it.

Waiting for inputs,

Ashwin Vaja

�

�

�

K.A. IBRAHIM BABU

SENIOR PROJECT CONSULTANT

PITHAVADIAN & PARTNERS

MEGA HOSTEL PROJECT, NIT-CALICUT

PH: 09142153303

#8159

From: Vijayambika Rajeevlal <vijayambikalal@...>
Date: Mon Sep 5, 2011 7:23 am
Subject: Re: suggestion for taking a project for my mtech

vijayambikalal

Dear all,

I am now a student of mtech in construction engineering and management. Can any one can suggest a topic for my projectwork with available datas. I like to take poject incuding management oriented construction projects. If any body has ideas about project for this subject please give detaila. Our college has just started about this subject. Hence no guidence can be providedby my proffessors

vijayambika

Reply | Messages in this Topic (7)

#8160

From: "simanta tamuli" <simanta_ae@...>
Date: Sun Sep 4, 2011 2:48 am
Subject: Software for E/W Calculation for Road works

simanta_ae@...

Hi groups: Can anyone provide me software that calculates cross sectional area by RL method (Profile) where Area is automatically calculated on putting RL for calculating volume of Earth work for Road works ?

Treat yourself at a restaurant, spa, resort and much more with Rediff Deal ho jaye!

#8161

From: Sanjay Sharma <sansharmajs@...>
Date: Sun Sep 4, 2011 5:02 am
Subject: Re: STANDARDS FOR ROADS AND BRIDGES

sansharmajs

IRC or IS ?,specific, enable help.

From: kanaga raj <kanagarangasamy.kvp@...>
To: engineeringcivil <engineeringcivil@yahoogroups.com>
Sent: Friday, 2 September 2011 11:49 AM
Subject: [engineeringcivil] STANDARDS FOR ROADS AND BRIDGES

Hi, FRIENDS

PLEASE SEND ME FOR INDIAN STANDARS FOR ROADS AND BRIDGES

IN Pdf. FORMAT

THANK YOU

R.KANAGARAJ,

CIVIL ENGINEER ,

AQUAGROUP, COIMBATORE , TAMIL NADU, INDIA

#8162

From: "civilian" <get2anchal@...>
Date: Sat Sep 3, 2011 3:36 pm
Subject: Re: development length

get2anchal

--- In engineeringcivil@yahoogroups.com, kanaga raj <kanagarangasamy.kvp@...>
wrote:
>
> hi friends ,
>
>
> any body sent  how to calculate a development length of bars .
>
1.for normal consideration of tying of bars by wires it is 45d(d-diameter)

2.if it is butt weld you can make use of 10d.
3.But in practical purpose to avoid confusion they make use of 1m as constant
upto certain span.

#8163

From: "saravana" <r_91saravanakumar@...>
Date: Sat Sep 3, 2011 12:30 pm
Subject: NEED BOOKS

r_91saravana...

HI FRIENDS

I NEED WATER SUPPLY ENGINEERING OR ENVIRONMENTAL ENGINEERING BOOKS IN PDF. IF U
KNOW ANY WEBSITE TO DOWNLOAD OR ELSE SEND IT

THANK YOU

Reply | Messages in this Topic (6)

#8164

From: rama mohana rao <avvrmr2005@...>
Date: Sat Sep 3, 2011 11:46 am
Subject: Re: development length

avvrmr2005

Dear All,

Suppose you calculate Ld for M20 Concrete,Fe500 Steel

In Tension Ld= dia of bar X root S Page no 42 IS 456-2000

4 X toe bd Root S = fy x 0.87= 500x0.87=435

Toe bd Value is 1.2 Page no 43 is456-2000

This value is increased by 60%for Deformed bars,and increase by 25% in Compression.

In Tension Ld= dx435= 56.641 d

4x1.92 1.2x 60%= 1.92

In Cmpression Ld= dx435 = 43.313 d

4x2.4 1.92x25%=2.4

IF YOU HAVE DOUBT CALL ME Rama mohana rao 09866290059

--- On Fri, 2/9/11,kanaga raj <kanagarangasamy.kvp@...> wrote:

From: kanaga raj <kanagarangasamy.kvp@...>
Subject: [engineeringcivil] development length
To: engineeringcivil@yahoogroups.com
Date: Friday, 2 September, 2011, 2:13 PM

hi friends ,

any body sent how to calculate a development length of bars .