www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners
here and here to upload downloaded attachment to check for safety.

Link For Spreadsheets
Goto page Previous  1, 2, 3, 4, 5, 6, 7, 8  Next
 
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> SEFI General Discussion
View previous topic :: View next topic  
Author Message
Manoharbs_eq
General Sponsor
General Sponsor


Joined: 17 Jul 2012
Posts: 423

PostPosted: Tue Dec 18, 2012 5:35 am    Post subject: Reply with quote

Dear sir,
very useful thanks a lot


Rgds
Manohar
Back to top
View user's profile Send private message
PPK
SEFI Member
SEFI Member


Joined: 14 Nov 2011
Posts: 15
Location: Jamshedpur Jharkhand

PostPosted: Mon Jul 20, 2015 7:32 am    Post subject: Excel design sheets Reply with quote

Sir. how to unprotect those files ?
Back to top
View user's profile Send private message
Mukulesh
SEFI Member
SEFI Member


Joined: 19 Aug 2013
Posts: 15

PostPosted: Tue Jul 21, 2015 4:02 am    Post subject: Reply with quote

It is unethical to crack password for unprotect a file without the permission of the author.
However you may google "how to unprotect excel file / sheet" and find the solution.

regards

Mukulesh
Back to top
View user's profile Send private message
PPK
SEFI Member
SEFI Member


Joined: 14 Nov 2011
Posts: 15
Location: Jamshedpur Jharkhand

PostPosted: Wed Jul 22, 2015 3:49 am    Post subject: Reply with quote

I do not want to be unethical. After downloading when I tried to use the spreadsheet by changing the input variables it returned `the sheet is password protected'. How do I use this  spreadsheet  otherwise ?
Back to top
View user's profile Send private message
N. Prabhakar
General Sponsor
General Sponsor


Joined: 25 Apr 2009
Posts: 451

PostPosted: Wed Jul 22, 2015 5:29 am    Post subject: Reply with quote

Dear Er. Mukulesh,

Your second sentence "However you..............solution" contradicts the first sentence.  Where is the ethics on this matter?

N. Prabhakar
Back to top
View user's profile Send private message
Mukulesh
SEFI Member
SEFI Member


Joined: 19 Aug 2013
Posts: 15

PostPosted: Wed Jul 22, 2015 6:11 am    Post subject: Reply with quote

I am not in favour of breaking password without the knowledge of the author. One can directly request the author for the password But there are so many tools that can be found out in google, meant for persons like you. I have not commented earlier just to make ethical fight/war with you.

Regards

Mukulesh
Back to top
View user's profile Send private message
PPK
SEFI Member
SEFI Member


Joined: 14 Nov 2011
Posts: 15
Location: Jamshedpur Jharkhand

PostPosted: Wed Jul 22, 2015 7:38 am    Post subject: Reply with quote

I understand these spreadsheets are uploaded for use by all members. I appreciate the effort and am very thankful to Er. Harsoda sir. I tried one but was unable to feed new data, as mentioned in my earlier post. So, kindly let me know how to run these spreadsheets  and make use of them.
Back to top
View user's profile Send private message
naga_raju
SEFI Member
SEFI Member


Joined: 06 Jun 2015
Posts: 8

PostPosted: Wed Jul 22, 2015 9:25 am    Post subject: Re: Link For Spreadsheets Reply with quote

Sir,
Please provide password for this sheets, my mail ID:raju151973@gmail.com.
With best regards,
raju
B.V.Harsoda wrote:
Foundation Design Group
For Download click on Below Titles    
1Free Standing WallFree Standing Masonry & Conctere Wall Design Based on TMS 402-08 & ACI 318-08
2Eccentric Footing
Eccentric Footing Design Based on ACI 318-08
3FlagpoleFlagpole Footing Design Based on Chapter 18 of IBC & CBC
4Masonry Retaining WallMasonry Retaining / Fence Wall Design Based on TMS 402-08 & ACI 318-08
5Concrete Retaining WallConcrete Retaining Wall Design Based on ACI 318-08
6Masonry-Concrete Retaining WallRetaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-08 & ACI 318-08
7Concrete PierConcrete Pier (Isolated Deep Foundation) Design Based on ACI 318-08
8Concrete PileDrilled Cast-in-place Pile Design Based on ACI 318-08
9Pile CapsPile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-08
10Pile Cap Balanced LoadsDetermination of Pile Cap Balanced Loads and Reactions
11Conventional Slab on GradeDesign of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360
12PT-Slab on GroundDesign of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition
13Basement Concrete WallBasement Concrete Wall Design Based on ACI 318-08
14Basement Masonry WallBasement Masonry Wall Design Based on TMS 402-08
15Basement ColumnBasement Column Supporting Lateral Resisting Frame Based on ACI 318-08
16MRF-Grade BeamGrade Beam Design for Moment Resisting Frame Based on ACI 318-05
17Brace Grade BeamGrade Beam Design for Brace Frame Based on ACI 318-08
18Grade BeamTwo Pads with Grade Beam Design Based on ACI 318-08 & AISC 360-05
19Circular FootingCircular Footing Design Based on ACI 318-08
20Combined FootingCombined Footing Design Based on ACI 318-08
21Boundary Spring GeneratorMat Boundary Spring Generator
22Deep FootingDeep Footing Design Based on ACI 318-08
23Footing at PipingDesign of Footing at Piping Based on ACI 318-08
24Irregular Footing Soil PressureSoil Pressure Determination for Irregular Footing
25PAD FootingPad Footing Design Based on ACI 318-08
26Plain Concrete FootingPlain Concrete Footing Design Based on ACI 318-08
27Restrained Retaining WallRestrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318
28Retaining Wall for DSA /OSHPDRetaining Wall Design Based on CBC 10 Chapter A
29Tank FootingTank Footing Design Based on ACI 318-08
30Temporary Footing for Rectangular TankTemporary Tank Footing Design Based on ACI 318-08
31Under Ground WellUnder Ground Well Design Based on ACI 350-06 & ACI 318-08
32Stud Bearing Wall FootingFooting Design for Stud Bearing Wall Based on IBC 09 / ACI 318-08
33Wall FootingFooting Design of Shear Wall Based on ACI 318-08
34Fixed Moment ConditionFixed Moment Condition Design Based on ACI 318-08
35Flood WayConcrete Floodway Design Based on ACI 350-06 & ACI 318-08
36Lateral Earth PressureLateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2009 IBC
37ShoringSheet Pile Wall Design Based on IBC 09 / CBC 10 / ACI 318-08
<A>
Back to top
View user's profile Send private message
B S KUMAR
SEFI Member
SEFI Member


Joined: 06 Jun 2009
Posts: 11

PostPosted: Fri Jul 24, 2015 4:41 pm    Post subject: sir thank you for posting the excel sheets. Reply with quote

thank for sending the posting of excel sheets
Back to top
View user's profile Send private message
PPK
SEFI Member
SEFI Member


Joined: 14 Nov 2011
Posts: 15
Location: Jamshedpur Jharkhand

PostPosted: Sat Jul 25, 2015 4:12 am    Post subject: Reply with quote

No worthful answer yet .......
Kindly somebody tell how I can use those password protected spreadsheets where even changing the input cells are prohibited.
Back to top
View user's profile Send private message
Display posts from previous:   
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> SEFI General Discussion All times are GMT
Goto page Previous  1, 2, 3, 4, 5, 6, 7, 8  Next
Page 5 of 8

 

 
Jump to:  
You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum
You cannot vote in polls in this forum
You cannot attach files in this forum
You can download files in this forum


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy