RCC Building Designs Software

RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 Top

Saturday, December 20, 2003For NavigationNavigation Click these hyperlinks hyperlinks & then click Top to come back

here

WELCOMEWELCOME Professional End User License ContactContact

referencesreferences Kani’sKani’s supermacros RCC DesignRCC Design

PP rofessional rofessional PracticePractice

Good luckGood luck 150 MB Web 150 MB Web for designing upto 8 storeysfor designing upto 8 storeys

rccbuildingsweb site filesweb site files

rccbuildings1 websitewebsite files files

rccbuildings2website fileswewebsite fileswe

birthnumberswebsite fileswebsite files

Suraj_engineerWebsite filesWebsite files

building constructionbuilding construction management in practicemanagement in practice

groups.yahoo.comgroups.yahoo.comIf Compact Disc is used, theIf Compact Disc is used, the

following files have been onlinefollowing files have been online only for informationonly for information

SLSM PublishersSLSM PublishersTechnical Papers Technical Papers

Top

Reinforced CementReinforced Cement ConcreteConcrete buildings frames buildings frames

design design softwaresoftware3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 1 of total 36 document.doc

[email protected], [email protected]

mailto:[email protected]


RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28

RCCBDSRCCBDS 20032003

with complimentswith compliments fromfrom

Top

Professional Engineer (India)

Suraj SinghSuraj Singh3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 2 of total 36 document.doc


Online rcc building designsSoftwareRCCBDS

2003




Author responsible forAuthor responsible for Top

BuildingBuilding Engineering Engineering 150150

MB Web MB Web SiteSite 2426 spreadsheets interlinked2426 spreadsheets interlinked in 120 workbooks worth morein 120 workbooks worth more

thanthan 40000 A4 size pages 40000 A4 size pages

To view the detailed file statistics click the following filehttp://www.geocities.com/suraj_engineer/

RCCBDS2003filesschedule.xlsTo view my profile please click the following fileTo view my profile please click the following filehttp://www.geocities.com/suraj_engineer/http://www.geocities.com/suraj_engineer/

authorprofile.docauthorprofile.doc Top

An easy to work softwareAn easy to work software online but for completeonline but for complete

software suggested to usesoftware suggested to use 3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 3 of total 36 document.doc




http://www.geocities.com/suraj_engineer/authorprofile.doc


http://www.geocities.com/suraj_engineer/RCCBDS2003filesschedule.xls

http://www.geocities.com/suraj_engineer/RCCBDS2003filesschedule.xls


compact disc availablecompact disc available from the author &from the author &

developer ofdeveloper ofRCCBDS 2003 orRCCBDS 2003 or

fromfromSLSMSLSM

PublishersPublishers Top

to resolve the multistorey buildingto resolve the multistorey building frames instantly without takingframes instantly without taking

excessiveexcessive professional engineering designer’sprofessional engineering designer’s

valuable timepertaining to reinforced cement concrete buildingspertaining to reinforced cement concrete buildings

structural calculations structural calculations http://www.geocities.com/rccbuildingshttp://www.geocities.com/rccbuildings

http://www.geocities.com/http://www.geocities.com/rccbuildings1rccbuildings1


& also& also3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 4 of total 36 document.doc




http://www.geocities.com/rccbuildings2




http://www.geocities.com/rccbuildings


http://www.geocities.com/http://www.geocities.com/suraj_engineersuraj_engineer

http://www.geocities.com/http://www.geocities.com/birthnumbersbirthnumbers

http://www.suraj.addr.comhttp://www.suraj.addr.com DiscontinuedDiscontinued

pertaining to applied spiritual numbers 0 to 9 & luck

Top

WELCOMEWELCOME dear visitor

Top to the world of

3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 5 of total 36 document.doc [email protected], [email protected]



http://www.suraj.addr.com/

http://www.geocities.com/birthnumbers

http://www.geocities.com/birthnumbers

http://www.geocities.com/suraj_engineer


RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28RCC Buildings Structural DesignsRCC Buildings Structural Designs

programmedprogrammed applications based onapplications based on

Kani’sKani’s rotation contributionrotation contribution

methodmethod Top

for the analysis of forces on framesanalysis of forces on frames

with the Limit state & working stressLimit state & working stress

methodsmethods to solve elemental designs

according to IS 456, code of practice for PCCIS 456, code of practice for PCC

& RCC& RCC & also linked to website for

applied spiritual numbers 0applied spiritual numbers 0 to 9 & Luckto 9 & Luck





http://www.geocities.com/http://www.geocities.com/suraj_engineersuraj_engineer

Top

L earn how to create the supermacros library files

Supermacro is defined as a formula interlinking coordination spreadsheet tool to formulate a soft solution automation instantly into a chain of various macros onto

various worksheets based on SCRIRFP code language

Which stands forSpreadsheet cells references interlinking relational formula power

http://www.geocities.com/suraj_engineer/SCRIRFPcodelanguageforRCCBDS.doc Top

The frames have been formulated to the following joint descriptions matrices

Horizontally from topHorizontally from top A0-B0-C0-D0-E0-F0 A0-B0-C0-D0-E0-F0

A1-B1-C1-D1-E1-F1etcA1-B1-C1-D1-E1-F1etcVertically from topVertically from top

A0-A1-A2-A3-A4-A5-A6-A7-A8A0-A1-A2-A3-A4-A5-A6-A7-A8B1-B2-B3-B4-B5-B6-B7-B8 etcB1-B2-B3-B4-B5-B6-B7-B8 etc

Top Considerations have been made in the formula calculations toConsiderations have been made in the formula calculations to include flexibility for the wind loads as well as seismic loadsinclude flexibility for the wind loads as well as seismic loads

based on the possible horizontal sway caused driftbased on the possible horizontal sway caused drift3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 7 of total 36 document.doc




http://www.geocities.com/suraj_engineer/SCRIRFPcodelanguageforRCCBDS.doc



RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 that may be estimated subject to experience of engineerthat may be estimated subject to experience of engineer

concerned.concerned.The engineer shall find the supermacro formula extremelyThe engineer shall find the supermacro formula extremely

interesting to save as much time as possibleinteresting to save as much time as possible for the only necessity is to enter the information into the relevantfor the only necessity is to enter the information into the relevant

cells.cells. The formats have been designed in meters (MKS units) forThe formats have been designed in meters (MKS units) for

example the column & beam sizes are in meters.example the column & beam sizes are in meters. It is up to the designer’s assessment what sizes are to be fed intoIt is up to the designer’s assessment what sizes are to be fed into

the unprotected cells the unprotected cells Top

Just feed input i.e possible/proposed sizes pertaining beams & columns along with spans & bays dimensions.

Alternatively feed possible dimensions pertaining to beams A0 to Fo & the vertical length/height of the columns from A0 to A8 for

the frames upto 5 bays & 8 storeys as the case may be, & for the remaining, the supermacro shall take care of.

Also feed various forces to be imposed either based on estimation or via the relevant linked file.

Top Feed concrete grade input in Kg/Cm^2 into the cell @ joint Ao in every case (M150/200/250/300/350/400) feed value without M

For value of E, 5700*under the root Fck in N/mm^2 converted to Kg/Cm^2 has been used

Top Use F5Use F5 ( GOTO)key ( GOTO)key

to find various locations range regarding various items. to find various locations range regarding various items. 2.5% of vertical frame height has been included as2.5% of vertical frame height has been included as

horizontal drift but can be modified to design engineer’shorizontal drift but can be modified to design engineer’s requirement.requirement.




RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 Indication whether or not seismic forces included in eitherIndication whether or not seismic forces included in either

direction or only gravity loads is exhibited on elemental designdirection or only gravity loads is exhibited on elemental design templates by +1/-1.templates by +1/-1.

The values of estimated horizontal drift can be varied but shownThe values of estimated horizontal drift can be varied but shown 0.0250.025

Relevant cantilever projections should not be extended >1.5mRelevant cantilever projections should not be extended >1.5m depending in the main beam cross section for the cantileverdepending in the main beam cross section for the cantilever section shall be the same 7 deflection should not exceed L/7section shall be the same 7 deflection should not exceed L/7

Top Hard copies can be usedHard copies can be used

in every case for comparison of maximum possibility.in every case for comparison of maximum possibility.Immediate results may be viewed directly & further trialsImmediate results may be viewed directly & further trials

conducted.conducted.Deflections have been formulized & total drift can be compared toDeflections have been formulized & total drift can be compared to

considered 2.5% but variable ranging from 1% vertical frameconsidered 2.5% but variable ranging from 1% vertical frame height.height.

The values pertaining to the beams’ deflections have beenThe values pertaining to the beams’ deflections have been formulized based on the standard formulae & permissible & actualformulized based on the standard formulae & permissible & actual

values have been compared as true & false. These deflectionvalues have been compared as true & false. These deflection values shown on the beam design template formate are actual &values shown on the beam design template formate are actual &

linked from the analysis file. The formula description shown on thelinked from the analysis file. The formula description shown on the template has nothing to do with this result.template has nothing to do with this result.

Top

TrueTrue means it is within permissible limits & means it is within permissible limits & FalseFalse indicates that an alteration to the indicates that an alteration to the

sectional dimensions to a higher value issectional dimensions to a higher value is required.required.

CG coordinates can be compared accordingly in various waysQuantities of RCC frame formulized is subject to designer’s

dimensions3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 9 of total 36 document.doc




RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 (relevant width & thickness cells are open/unprotected) & may be

worked out for cost assessment only Top

Any number of trials can be made & comparison allowed for the worst conditions applicable.

After having getting ascertained about the proposed design result, links made to the columns & the beams (refer to edit menu

resources) may be used to design suitable reinforcement & other stress

formations as required element wise (for columns & beams)

Direct dimensions, spans, forces, maximum final moments, concrete grades, hinge indicator, seismic indicator, concrete slab

width & thickness etc are all in unprotected cells.

Top For beams, the dimensions & the forces from the frame shall

automatically be updated & while opening the relevant beam files, ‘yes response’ to be given to update file.

Inputs necessary on the beam templates are fy rebars such as 4150/4600/2300 Kg/cm^2 etc (only numerals)

& also the value of neutral axis is to be ascerained that it does not exceed 0.48d in case steel 415 & 0.46d in case steel 500.

The second row given in the templates of beams is superfluous & may be disregarded

Top link to be made to the cell y6/y7 as relevant for the value of actual

stress in steel from the table of strains. If the strain as shown are less than requires as for example

0.00144 in case of fy 4150 kg/cm^2, necessary amendment has to be made on the relevant y6/y7 cell for this value as

+(actual strain* E) I,e E being 2*10^6 in MKS & 2*10^5 in SI3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 10 of total 36 document.doc




RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28# of rebars, in compression as well as tension zones

gaps between rebars & the # of rebar layersrebars dia & the covers specified

Top For the shear check, dia of the rings/stirrups & spacing to be

enteredThe value of the shear stress to be coordinated from the provided

table about various concrete gradesSimilarly for columns, the links about dimensions & the forces

shall be updated & ‘yes response’ given for update. If to be designed by working stress method, enter value of rebar grade & check the value of the neutral axis by trial & error method

to make tension & compression equal approximately & provide input regarding the rebars as in case of beams. The results about

the columns loads & moment of resistance capacity shall be ready for adoption if in agreement.

Top Sway drift can calculated based on all the probabilities & the

results compared to 2.5% drift. The deflection should be <2.5% drift

or whatever applied by the engineerThe following web pages have been included

to create the following websiteSimilar inputs shall be needed for the columns templates for both

the working stress method as well as limit state methods

http://www.geocities.com/rccbuildingshttp://www.geocities.com/rccbuildingsincluded URLs pertaining to the web pages have been mentioned

belowPlease click the URLs (uniform resource locators)

to open the relevant page Top




http://www.geocities.com/rccbuildings

RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28Top of Form

rccbuildingshttp://www.geocities.com/rccbuildings checked files Name Last Modified

(GMT) Size (KB)

Analysisintroductionrccbuildingslinks.doc View 800

BBSProforma.xls View 64

IrrigationPumpShedStructuralSteelDesign24.5.2001.xls

View 49

IrrigationTankFoundationDesign.xls View 27

IrrigationTankPumpRoomDesign.xls View 18

Irrigationpumpshedrccfoundationdesign26.5.2001.xls View 105

Kani-FrameAnalysis-1storey-1bayto5storey-1bay.xls View 323


LimitStateColumns13.9.2001.xls View 28

RCCBeams-LS-1s1b.xls View 92





RCCBeams-LS-20.6.2001.xls View 55







http://www.geocities.com/rccbuildings/RCCBeams-LS-2s3b.xls






http://www.geocities.com/rccbuildings/RCCBeams-LS-20.6.2001.xls












http://www.geocities.com/rccbuildings/LimitStateColumns13.9.2001.xls


http://www.geocities.com/rccbuildings/Kani-FrameAnalysis-1storey-2bayto5storey-2bay.xls




http://www.geocities.com/rccbuildings/Irrigationpumpshedrccfoundationdesign26.5.2001.xls


http://www.geocities.com/rccbuildings/IrrigationTankPumpRoomDesign.xls


http://www.geocities.com/rccbuildings/IrrigationTankFoundationDesign.xls


http://www.geocities.com/rccbuildings/IrrigationPumpShedStructuralSteelDesign24.5.2001.xls


http://www.geocities.com/rccbuildings/BBSProforma.xls


http://www.geocities.com/rccbuildings/Analysisintroductionrccbuildingslinks.doc

http://www.geocities.com/rccbuildings/Analysisintroductionrccbuildingslinks.doc

http://www.geocities.com/rccbuildings/

RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 RCCBeams-LS-2s4b.xls Vie

w 713












RCCCircularslabs19.8.2001.xls View 38

RCCCombinedFooting.xls View 21

RCCCombinedFootingLimitStatelinkedtoWS24.6.2001.xls

View 266

RCCFootings16.6.2001.xls View 57

RCCFounBeamFramePadsX6.9.2001.xls View 698

RCCFoundBeamFramePadsY6.9.2001.xls View 699

RCCFoundationbeamsframetemplate26.8.2001.xls View 254

RCCFoundationsettlementframedstructure9.8.2001.xls

View 48

RCCRetainingWallCounterfortWS3.7.2001.xls View 37

RCCRetainingWallWS25.6.2001.xls View 33




http://www.geocities.com/rccbuildings/RCCRetainingWallWS25.6.2001.xls


http://www.geocities.com/rccbuildings/RCCRetainingWallCounterfortWS3.7.2001.xls


http://www.geocities.com/rccbuildings/RCCFoundationsettlementframedstructure9.8.2001.xls


http://www.geocities.com/rccbuildings/RCCFoundationbeamsframetemplate26.8.2001.xls


http://www.geocities.com/rccbuildings/RCCFoundBeamFramePadsY6.9.2001.xls


http://www.geocities.com/rccbuildings/RCCFounBeamFramePadsX6.9.2001.xls


http://www.geocities.com/rccbuildings/RCCFootings16.6.2001.xls


http://www.geocities.com/rccbuildings/RCCCombinedFootingLimitStatelinkedtoWS24.6.2001.xls


http://www.geocities.com/rccbuildings/RCCCombinedFooting.xls


http://www.geocities.com/rccbuildings/RCCCircularslabs19.8.2001.xls


























RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 RCCRetainingWallWithoutHeelWS29.6.2001.xls Vie

w 34

RCCRetainingWallWithoutToeWS1.7.2001.xls View 33

RCCShortColumns-WS-1s1b.xls View 302


RCCShortColumns-WorkingStress-20.6.2001.xls View 97

RCCSuspendSlabWSTemplate6.8.2001.xls View 17

limitstate.xls View 83

limitstateformatted4.5.2001.xls View 172

limitstateformattedbiaxialcolumn8.9.2001.xls View 87

machinefoundation-irrigationpump17.6.2001.xls View 23

machinefoundationdesign-Barkanmethod17.6.2001.xls

View 26

Top

http://www.geocities.com/rccbuildings/BBSProforma.xlshttp://www.geocities.com/rccbuildings/BBSProforma.xls

http://www.geocities.com/rccbuildings/http://www.geocities.com/rccbuildings/IrrigationPumpShedStructuralSteelDesign24.5.2001.xlsIrrigationPumpShedStructuralSteelDesign24.5.2001.xls

http://www.geocities.com/rccbuildings/http://www.geocities.com/rccbuildings/IrrigationTankFoundationDesign.xlsIrrigationTankFoundationDesign.xls

http://www.geocities.com/rccbuildings/http://www.geocities.com/rccbuildings/IrrigationTankPumpRoomDesign.xlsIrrigationTankPumpRoomDesign.xls











http://www.geocities.com/rccbuildings/machinefoundationdesign-Barkanmethod17.6.2001.xls


http://www.geocities.com/rccbuildings/machinefoundation-irrigationpump17.6.2001.xls


http://www.geocities.com/rccbuildings/limitstateformattedbiaxialcolumn8.9.2001.xls


http://www.geocities.com/rccbuildings/limitstateformatted4.5.2001.xls


http://www.geocities.com/rccbuildings/limitstate.xls


http://www.geocities.com/rccbuildings/RCCSuspendSlabWSTemplate6.8.2001.xls


http://www.geocities.com/rccbuildings/RCCShortColumns-WorkingStress-20.6.2001.xls


http://www.geocities.com/rccbuildings/RCCShortColumns-WS-2s1b.xls




http://www.geocities.com/rccbuildings/RCCRetainingWallWithoutToeWS1.7.2001.xls


http://www.geocities.com/rccbuildings/RCCRetainingWallWithoutHeelWS29.6.2001.xls



http://www.geocities.com/rccbuildings/http://www.geocities.com/rccbuildings/Irrigationpumpshedrccfoundationdesign26.5.2001.xlsIrrigationpumpshedrccfoundationdesign26.5.2001.xls

http://www.geocities.com/rccbuildings/Kani-FrameAnalysis-1s2bto5s2btrial.xls

This file has been transferred to briefcase Top

http://uk.briefcase.yahoo.com/bc/rccbuildingshttp://www.geocities.com/rccbuildings/Kani-FrameAnalysis-http://www.geocities.com/rccbuildings/Kani-FrameAnalysis-

1storey-1bayto5storey-1bay.xls1storey-1bayto5storey-1bay.xlshttp://www.geocities.com/rccbuildings/Kani-FrameAnalysis-http://www.geocities.com/rccbuildings/Kani-FrameAnalysis-

1storey-2bayto5storey-2bay.xls1storey-2bayto5storey-2bay.xls Top

Please refer to advanced calculations for this file of 1 bay in the following file

http://www.geocities.com/rccbuildings1/Kani-FrameAnalysis-1storey-1bayto5storey-1bay18.10.2002.xls

Please refer to advanced calculations for this file of 2 bays in the following file

http://www.geocities.com/rccbuildings1/ Kani- FrameAnalysis-1storey-2bayto5storey-2bay18.10.2002.xls

Top

http://www.geocities.com/suraj_engineer/Kani-FrameAnalysis-1storey-4bayto5storey4bay.xls

http://www.geocities.com/birthnumbers/Kani-FrameAnalysis-1storey-4bayto8storey-4bay30.9.2001.xls

Top



















http://uk.briefcase.yahoo.com/rccbuildings





RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://www.geocities.com/rccbuildings/RCCBeams-LS-

1s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-




1s5b.xls



Top http://www.geocities.com/rccbuildings/RCCBeams-LS-2s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s4b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s5b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s4b.xls

Top http://www.geocities.com/rccbuildings/RCCBeams-LS-4s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s3b.xls

Top 3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 16 of total 36 document.doc
































RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://www.geocities.com/rccbuildings/RCCBeams-LS-

20.6.2001.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s3b.xls

Top http://www.geocities.com/rccbuildings/RCCBeams-LS-4s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s3b.xls

Top http://www.geocities.com/rccbuildings/

RCCCircularslabs19.8.2001.xlshttp://www.geocities.com/rccbuildings/RCCCombinedFooting.xls


http://www.geocities.com/rccbuildings/RCCFootings16.6.2001.xlshttp://www.geocities.com/rccbuildings/RCCFounBeamFramePadsX6.9.2001.xlshttp://www.geocities.com/rccbuildings/

RCCFoundBeamFramePadsY6.9.2001.xlshttp://www.geocities.com/rccbuildings/

RCCFoundationbeamsframetemplate26.8.2001.xls Top







































RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://www.geocities.com/rccbuildings/

RCCRetainingWallWithoutHeelWS29.6.2001.xlshttp://www.geocities.com/rccbuildings/

RCCRetainingWallWithoutToeWS1.7.2001.xls

Top

http://www.geocities.com/rccbuildings/RCCShortColumns-WS-1s1b.xlshttp://www.geocities.com/rccbuildings/RCCShortColumns-WS-2s1b.xls



Top http://www.geocities.com/rccbuildings/limitstate.xls





To connect to the supplementary website please click the following address


Top rccbuildings1http://www.geocities.com/rccbuildings1 Name Last Modified (GMT) Size (KB)

Kani-FrameAnalysis-1storey-1bayto5storey-

View 439





http://www.geocities.com/rccbuildings1/






















RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 281bay18.10.2002.xls

Kani-FrameAnalysis-1storey-2bayto5storey-2bay18.10.2002.xls

View 586














RCCresearchdata.xls View 3222

standarddeviationofconcrete.xls View 16

trignomrtryangles.xls View 267

Top

the site contains the following pagesthe site contains the following pageshttp://www.geocities.com/rccbuildings1/Kani-FrameAnalysis-1storey-

1bayto5storey-2bay18.10.2002.xlshttp://www.geocities.com/rccbuildings1/Kani-FrameAnalysis-1storey-

2bayto5storey-2bay18.10.2002.xls3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 19 of total 36 document.doc








http://www.geocities.com/rccbuildings1/trignomrtryangles.xls

http://www.geocities.com/rccbuildings1/standarddeviationofconcrete.xls

http://www.geocities.com/rccbuildings1/RCCresearchdata.xls

http://www.geocities.com/rccbuildings1/RCCShortColumns-WS-3s2b.xls












http://www.geocities.com/rccbuildings1/RCCBeams-LS-4s4b.xls


http://geocities.yahoo.com/

RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://www.geocities.com/rccbuildings1/RCCBeams-LS-4s4b.xlshttp://www.geocities.com/rccbuildings1/RCCBeams-LS-5s4b.xls

Top http://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s1b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s3b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s4b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s5b.xls

Top http://www.geocities.com/rccbuildings1/RCCShortColumns-WS-

2s1b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-




2s5b.xls

Top http://www.geocities.com/rccbuildings1/RCCShortColumns-WS-


3s2b.xlshttp://www.geocities.com/rccbuildings1/RCCresearchdata.xls



Top







http://www.geocities.com/rccbuildings1/RCCresearchdata.xls























RCC DesignRCC Design PP rofessionrofession al al PracticePractice

The following URL site shall b e used for the rcc buildings professional des igns

practiceFor buildings frames from

1 bay 1 storey to5 bay 8 storeys

in 40 # templates Top

SuggestionSuggestionPlease use the Compact discPlease use the Compact disc for quick navigation for thefor quick navigation for the

whole softwarewhole softwareThese files have been developed as soft solutions/programmes keeping inThese files have been developed as soft solutions/programmes keeping in

view the drastic need for the multistorey rcc structural frame designsview the drastic need for the multistorey rcc structural frame designs varying fromvarying from

1 bay 1 storey to 1 bays 8 storeys & upto 5 bays 8 storeys i.e,1 bay 1 storey to 1 bays 8 storeys & upto 5 bays 8 storeys i.e, a total plates 40 off.a total plates 40 off.

A total #s of 1540 beams & columns are involved of which upto 5 storeysA total #s of 1540 beams & columns are involved of which upto 5 storeys only 300 beams & 400 columns have been linked in thisonly 300 beams & 400 columns have been linked in this




RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 free software online for the publicity objective &free software online for the publicity objective &

product promotion for the time being. Remining shallproduct promotion for the time being. Remining shall be licensed.be licensed.

It is advised that these resources may be utilised for practiseIt is advised that these resources may be utilised for practiseAll other requirements shall be produced subject to market demandsAll other requirements shall be produced subject to market demands

Top It is hoped that these solution formats shall be useful to the

engineers, architects, site engineers, general public etc involved in practise/various employments


rccbuildings2 http://www.geocities.com/rccbuildings2

Name Last Modified (GMT) Size (KB)



Kani-FrameAnalysis-1storey-3bayto8storey3bay.xls View 2366


















http://www.geocities.com/rccbuildings2/Kani-FrameAnalysis-1storey-5bayto8storey-5bay.xls


http://www.geocities.com/rccbuildings2/Kani-FrameAnalysis-1storey-3bayto8storey3bay.xls







for designing upto 8for designing upto 8 storeysstoreys

http://www.geocities.com/http://www.geocities.com/rccbuildings2/Kani-FrameAnalysis-rccbuildings2/Kani-FrameAnalysis-

1storey-1bayto1storey-1bayto 88 storey-1bay.xlsstorey-1bay.xls Top

Imposed loads may be linked to this URL filehttp://www.geocities.com/rccbuildings2/Kani-http://www.geocities.com/rccbuildings2/Kani-

FrameAnalysisLoad.2001.xlsFrameAnalysisLoad.2001.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-1s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-1s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s1b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s1b.xls

Top http://www.geocities.com/rccbuildings1 /RCCShortColumns-WS-http://www.geocities.com/rccbuildings1 /RCCShortColumns-WS-

1s1b.xls1s1b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-http://www.geocities.com/rccbuildings1/RCCShortColumns-WS-




5s1b.xls5s1b.xls Top



















http://www.geocities.com/rccbuildings2/Kani-FrameAnalysisLoad.2001.xls





RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28for designing upto 8 storeys

http://www.geocities.com/http://www.geocities.com/rccbuildings2/rccbuildings2/ Kani-FrameAnalysis-Kani-FrameAnalysis-

1storey-2bayto1storey-2bayto 88 storey-2bay.xlsstorey-2bay.xls Imposed loads may be linked to this URL file

http://www.geocities.com/rccbuildings2/Kani-http://www.geocities.com/rccbuildings2/Kani-FrameAnalysisLoad.2001.xlsFrameAnalysisLoad.2001.xls

Top http://www.geocities.com/rccbuildings/RCCBeams-LS-1s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-1s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s2b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s2b.xls

Top http://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-1s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-2s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-2s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-3s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-3s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-4s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-4s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-5s2b.xlshttp://www.geocities.com/rccbuildings1/RCCShortColumns-WS-5s2b.xls

Top

for designing upto 8 storeys http://www.geocities.com/http://www.geocities.com/

rccbuildings2/Kani-FrameAnalysis-rccbuildings2/Kani-FrameAnalysis-1storey-3bayto8storey3bay.xls1storey-3bayto8storey3bay.xls

Top Imposed loads may be linked to this URL file

http://www.geocities.com/rccbuildings2/Kani-http://www.geocities.com/rccbuildings2/Kani-FrameAnalysisLoad.2001.xlsFrameAnalysisLoad.2001.xls

Top
























RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://www.geocities.com/rccbuildings/RCCBeams-LS-1s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-1s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-4s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s3b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-5s3b.xls

Top http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-

1s3b.xls1s3b.xlshttp://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-





for designing upto 8 storeyshttp://www.geocities.com/http://www.geocities.com/

rccbuildings2/Kani-FrameAnalysis-rccbuildings2/Kani-FrameAnalysis-1storey-4bayto8storey-4bay.xls1storey-4bayto8storey-4bay.xls


FrameAnalysisLoad.2001.xlsFrameAnalysisLoad.2001.xls Top

http://www.geocities.com/rccbuildings/RCCBeams-LS-1s4b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-1s4b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s4b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-2s4b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s4b.xlshttp://www.geocities.com/rccbuildings/RCCBeams-LS-3s4b.xlshttp://www.geocities.com/rccbuildings1/RCCBeams-LS-4s4b.xlshttp://www.geocities.com/rccbuildings1/RCCBeams-LS-4s4b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-5s4b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-5s4b.xls


1s4b.xls1s4b.xls3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 25 of total 36 document.doc




http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-1s4b.xls



























RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-





for designing upto 8 storeyshttp://www.geocities.com/http://www.geocities.com/

rccbuildings2/rccbuildings2/http://www.geocities.com/http://www.geocities.com/

rccbuildings2/Kani-FrameAnalysis-rccbuildings2/Kani-FrameAnalysis-1storey-5bayto8storey-5bay.xls1storey-5bayto8storey-5bay.xls


FrameAnalysisLoad.2001.xlsFrameAnalysisLoad.2001.xls Top

http://www.geocities.com/rccbuildings2/RCCBeams-LS-1s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-1s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-2s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-2s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-3s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-3s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-4s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-4s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-5s5b.xlshttp://www.geocities.com/rccbuildings2/RCCBeams-LS-5s5b.xls




3s5b.xls3s5b.xls3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 26 of total 36 document.doc






























RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-http://groups.yahoo.com/group/rccbuildings/files/RCCShortColumns-WS-


5s5b.xls5s5b.xlsto open limit state columns click this URLto open limit state columns click this URL

http://www.suraj.addr.comhttp://www.suraj.addr.com DiscontinuedDiscontinued

Top to open other columns & beams click these URLsto open other columns & beams click these URLs

http://groups.yahoo.comhttp://groups.yahoo.com /group/rccbuildings/files//group/rccbuildings/files/ http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/birthnumbers/files/http://groups.yahoo.com/group/birthnumbers/files/

to open other informations click these URLs & while openingto open other informations click these URLs & while opening Autocad files keep the programme Autocad 14 openAutocad files keep the programme Autocad 14 open

http://uk.briefcase.yahoo.com/bc/suraj_engineer

http://uk.briefcase.yahoo.com/bc/rccbuildingshttp://uk.briefcase.yahoo.com/bc/rccbuildings1http://uk.briefcase.yahoo.com/bc/rccbuildings2http://uk.briefcase.yahoo.com/bc/birthnumbers

http://uk.briefcase.yahoo.com/bc/slsmpublishers

Top

http://www.geocities.com/http://www.geocities.com/ birthnumbersbirthnumbers // birthnumbers: http://www.geocities.com/birthnumbers Name Last Modified Size




http://www.geocities.com/birthnumbers/

http://www.geocities.com/birthnumbers/



http://uk.briefcase.yahoo.com/bc/birthnumbers

http://uk.briefcase.yahoo.com/bc/rccbuildings2

http://uk.briefcase.yahoo.com/bc/rccbuildings1

http://uk.briefcase.yahoo.com/bc/rccbuildings



http://groups.yahoo.com/group/birthnumbers/files/

http://groups.yahoo.com/group/suraj_engineer/files/

http://groups.yahoo.com/group/rccbuildings/files/

http://www.suraj.addr.com/





RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28(GMT) (KB)

EngineeringConstructionMethodsGuidelines24.7.2002.doc

View 2087

Kani-FrameAnalysis-1storey-4bayto8storey-4bay30.9.2001.xls

View 2206

buildingpracticemanagement14.9.2002.doc View 912

draggedcolsumseries.xls View 304

numberdataexplanation.doc View 246

numberdataformula.xls View 2890

Numberdatainterpretation0to999.xls View 349

sitetechnicalquerriesrecordsforguidance3.10.2002.doc View 3954

Top Professional End User

LicenseDue to various restrictions involved with to the websiteDue to various restrictions involved with to the website memory requirements, all the structural details may bememory requirements, all the structural details may be tried to be included with this software but virtually nottried to be included with this software but virtually not

feasible online. feasible online. Should it be required to get all the files about columns &Should it be required to get all the files about columns &

beams linked, this exercise involves a lot quantum ofbeams linked, this exercise involves a lot quantum of work & be provided to the user on CD, if so demanded towork & be provided to the user on CD, if so demanded to

the following detail license fee charges. the following detail license fee charges. For complete CD Rs 25000, For 1bay Rs 2000, For 2For complete CD Rs 25000, For 1bay Rs 2000, For 2

bays Rs 4000, For 3 bays Rs 6000, For 4 bays Rsbays Rs 4000, For 3 bays Rs 6000, For 4 bays Rs 8000, For 5 bays Rs 10000, For Sib Structures Rs8000, For 5 bays Rs 10000, For Sib Structures Rs

1000, For Applied Spiritual numbers Rs/ 10001000, For Applied Spiritual numbers Rs/ 10003373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 28 of total 36 document.doc




http://www.geocities.com/birthnumbers/sitetechnicalquerriesrecordsforguidance3.10.2002.doc


http://www.geocities.com/birthnumbers/numberdatainterpretation0to999.xls

http://www.geocities.com/birthnumbers/numberdatainterpretation0to999.xls

http://www.geocities.com/birthnumbers/numberdataformula.xls

http://www.geocities.com/birthnumbers/numberdataformula.xls

http://www.geocities.com/birthnumbers/numberdataexplanation.doc

http://www.geocities.com/birthnumbers/numberdataexplanation.doc

http://www.geocities.com/birthnumbers/draggedcolsumseries.xls

http://www.geocities.com/birthnumbers/draggedcolsumseries.xls

http://www.geocities.com/birthnumbers/buildingpracticemanagement14.9.2002.doc




http://www.geocities.com/birthnumbers/EngineeringConstructionMethodsGuidelines24.7.2002.doc


RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28Also to carry out the further improvement to this work forAlso to carry out the further improvement to this work for more & more size cases fee may be needed. CD may bemore & more size cases fee may be needed. CD may be

requested to the fee paymentrequested to the fee payment Top

Contact referencesContact referencesMrs Sumitra properitorMrs Sumitra properitor SLSM PublishersSLSM Publishers3373 Delhi Gate, New Delhi3373 Delhi Gate, New Delhi

110002, India, 009111-110002, India, 009111-23261748,23261748,

http://www.geocities.com/slsmpublishershttp://www.geocities.com/slsmpublishers Top

For technical querries & consultancyFor technical querries & consultancy

[email protected]@yahoo.co.uk


For technical querries & consultancyFor technical querries & consultancy


For license querries consultancyFor license querries [email protected]@yahoo.co.uk

For spiritual numbers consultancyFor spiritual numbers [email protected]@yahoo.co.uk

For spiritual numbers consultancyFor spiritual numbers [email protected][email protected]










http://www.geocities.com/slsmpublishers

RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE [email protected]@hotmail.com

Top The files of solutions shall be providedThe files of solutions shall be provided

by CD to the user with licenseby CD to the user with license reference for a fee sum of Rs/25000reference for a fee sum of Rs/25000

onlyonlyMore storeys & baysMore storeys & bays

shall also be produced on demandshall also be produced on demandFurther Fee details shall be provided onFurther Fee details shall be provided on

requestrequest

The following file provides guidelines about preparing theThe following file provides guidelines about preparing the civil engineering construction methods/procedures based oncivil engineering construction methods/procedures based on

the experience of the author while worked on athe experience of the author while worked on a petrochemical project 600 KTA Ethylene Plantpetrochemical project 600 KTA Ethylene Plant

Various approval procedural changes have beenVarious approval procedural changes have been incorporated & should not be mixed up as repetitionsincorporated & should not be mixed up as repetitions

Top

http://www.geocities.com/birthnumbers/http://www.geocities.com/birthnumbers/EngineeringConstructionMethodsGuidelines24.7EngineeringConstructionMethodsGuidelines24.7

.2002.doc.2002.docPlease go through the following URL file for thePlease go through the following URL file for the building construction management in practicebuilding construction management in practice

Top









http://www.geocities.com/http://www.geocities.com/birthnumbers/birthnumbers/

buildingpracticemanagement14.9.2002.dbuildingpracticemanagement14.9.2002.dococ

This file provides many practical aspects for aThis file provides many practical aspects for a practicing civil engineer to assist in the constructionpracticing civil engineer to assist in the construction

practicepracticehttp://www.geocities.com/birthnumbers/http://www.geocities.com/birthnumbers/

sitetechnicalquerriesrecordsforguidance3.1sitetechnicalquerriesrecordsforguidance3.10.2002.doc0.2002.doc

This file provides many practical aspects for aThis file provides many practical aspects for a practicing civil engineer to assist in thepracticing civil engineer to assist in the

construction practice to raise/form the technicalconstruction practice to raise/form the technical querries/questionsquerries/questions

Top Suraj_engineer: http://www.geocities.com/suraj_engineer Name Last Modified (GMT) Size (KB) numberdatshtml April 15, 2002 4 numberhtml April 15, 2002 4

Days.xls View 4036

HYPOTHESIS.xls View 57

Kani-FrameAnalysis-1storey-4bayto5storey-4bay30.9.2001.xls View 1233

Kani-FrameAnalysis-1storey-4bayto5storey4bay.xls View 1163

PENTA.doc View 3672




http://www.geocities.com/suraj_engineer/PENTA.doc


http://www.geocities.com/suraj_engineer/Kani-FrameAnalysis-1storey-4bayto5storey-4bay30.9.2001.xls

http://www.geocities.com/suraj_engineer/HYPOTHESIS.xls

http://www.geocities.com/suraj_engineer/Days.xls

http://geocities.yahoo.com/filemanager?directory=numberhtml&dispopts=html,+gif,+jpg,+other%3B%3B*

http://geocities.yahoo.com/filemanager?directory=numberdatshtml&dispopts=html,+gif,+jpg,+other%3B%3B*

http://www.geocities.com/suraj_engineer/







RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28 Authorprofile.doc View 304

hypotheisisoraclevariabledata.xls View 1661

hypothesis.doc View 37

Numberdata.xls View 679

numberdataintroduction.doc View 64

If Compact Disc is used,If Compact Disc is used, the following files havethe following files have

been online only forbeen online only for informationinformation

Top

http://groups.yahoo.com/group/suraj_engineer/http://groups.yahoo.com/group/suraj_engineer/files/files/

WelcomeToRCCBDS2003SoftwareHomeFile.docWelcomeToRCCBDS2003SoftwareHomeFile.dochttp://groups.yahoo.comhttp://groups.yahoo.com //

group/suraj_engineer/files/group/suraj_engineer/files/After this group home is open, click Files arrow then click

ReadRCCBDS2003.docReadRCCBDS2003.docWish you all the best for aWish you all the best for a better & prosperous designbetter & prosperous design

practice.practice.

Good luckGood luck






http://groups.yahoo.com/group/suraj_engineer/files/WelcomeToRCCBDS2003SoftwareHomeFile.doc



http://www.geocities.com/suraj_engineer/numberdataintroduction.doc

http://www.geocities.com/suraj_engineer/numberdata.xls

http://www.geocities.com/suraj_engineer/hypothesis.doc

http://www.geocities.com/suraj_engineer/hypotheisisoraclevariabledata.xls



Keep inKeep in TouchTouch PleasePlease

Top http://groups.yahoo.comhttp://groups.yahoo.com /group/suraj_engineer/files//group/suraj_engineer/files/ RCCBeams-RCCBeams-

LS-6s1b.xlsLS-6s1b.xls http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/ RCCBeams-RCCBeams-

LS-6s2b.xlsLS-6s2b.xls http://groups.yahoo.com/group/suraj_engineer /files/http://groups.yahoo.com/group/suraj_engineer /files/ RCCBeams-RCCBeams-





LS-7s2b.xlsLS-7s2b.xls http://groups.yahoo.com/group/suraj_engineer /files/http://groups.yahoo.com/group/suraj_engineer /files/ RCCBeams-RCCBeams-



LS-7s5b.xlsLS-7s5b.xls Top

http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/ RCCBeams-RCCBeams- LS-8s1b.xlsLS-8s1b.xls

http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/ RCCBeams-RCCBeams- LS-8s2b.xlsLS-8s2b.xls

http://groups.yahoo.com/group/suraj_engineer /files/http://groups.yahoo.com/group/suraj_engineer /files/ RCCBeams-RCCBeams- LS-8s3b.xlsLS-8s3b.xls




http://f2.grp.yahoofs.com/v1/8CPLPvmCdSpxYRQAygnGESnc7tP6tW-8sJYIWoazQ8fMja80IRzPrt0kVYcwu5pUfxfZ6y9hWnTCmPsJ/RCCBeams-LS-6s1b.xls







































RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/ RCCBeams-RCCBeams-


LS-8s5b.xlsLS-8s5b.xls Top

http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/RCCShortColumns-WS-7s5b.xlsRCCShortColumns-WS-7s5b.xls

http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/RCCShortColumns-WS-8s5b.xlsRCCShortColumns-WS-8s5b.xls

http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/ReadRCCBDS2003.docReadRCCBDS2003.doc

http://groups.yahoo.com/group/suraj_engineer/files/http://groups.yahoo.com/group/suraj_engineer/files/WelcomeToRCCBDS2003SoftwareHomeFile.docWelcomeToRCCBDS2003SoftwareHomeFile.doc

Top http://groups.yahoo.com/group/rccbuildings/files/http://groups.yahoo.com/group/rccbuildings/files/

RCCShortColumns-WS-1s5b.xlsRCCShortColumns-WS-1s5b.xls http://groups.yahoo.com/group/rccbuildings/files/http://groups.yahoo.com/group/rccbuildings/files/









RCCShortColumns-WS-4s5b.xlsRCCShortColumns-WS-4s5b.xls 3373 Delhi Gate, New Delhi 110002, India, 009111-23261748 Page 34 of total 36 document.doc




http://f3.grp.yahoofs.com/v1/4BXLPpjVpWpmnkeB7ZtliTdvws1cM-86vgLCNJOif5iXYarOcpcENE4Z4Wq4AJIIFOqpdz2kkQAWQWbf/RCCShortColumns-WS-1s3b.xls






























http://f2.grp.yahoofs.com/v1/8CPLPjMxwXtxYRQAlAoH6qC3y6dmUEkt4Tx9lPbkuxMX5j9DVZ3CCmjc9yfT0qtLCB4tKH_W4F-rF7ez/WelcomeToRCCBDS2003SoftwareHomeFile.doc



http://a4.grp.yahoofs.com/v1/8CPLPh2i_2VxYRQA5qSu7QjMDW13EOMqn1PjSQcJVfdFfHGXlKgKBptvDB7dcDzJVZYywSZ3psJw1R7W/ReadRCCBDS2003.doc















RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28http://groups.yahoo.com/group/rccbuildings/files/http://groups.yahoo.com/group/rccbuildings/files/




RCCShortColumns-WS-6s5b.xlsRCCShortColumns-WS-6s5b.xls Top

http://groups.yahoo.com/group/birthnumbers/files/http://groups.yahoo.com/group/birthnumbers/files/RCCShortColumns-WS-6s1b.xlsRCCShortColumns-WS-6s1b.xls












Top




http://groups.yahoo.com/group/birthnumbers/files/RCCShortColumns-WS-8s4b.xls




































RCCBDS 2003 by Professional Engineer (India) Suraj Singh PE 28Technical Papers On Line. Please log On to

URLhttp://www.geocities.com/slsmpublishers/http://www.geocities.com/slsmpublishers/

TechnicalPapersonlinepublication.docTechnicalPapersonlinepublication.doc




http://www.geocities.com/slsmpublishers/TechnicalPapersonlinepublication.doc

http://www.geocities.com/slsmpublishers/TechnicalPapersonlinepublication.doc

Documents

RCC Building Designs Software