CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association Civil Engineering Resource Civil Engineering Documents Engineering Spreadsheet Spreadsheets for design as per IS codes

Spreadsheets for design as per IS codes
 irshad313

Not-Activated

White-private
User ID: 12804
Joined: Jan 2010
Posts: 12
Threads: 10
Likes: 100 in 9 posts
Given Likes: 19
Points:649 EP
#1
01-28-2010, 05:56 AM
uploading few spreadsheets for design as per IS codes.


Attached Files
.xls   BeamDesign-IS13920.xls (Size: 144.5 KB / Downloads: 1,324)



[-] The following 59 users Like irshad313's post:59 users Like irshad313's post
  • engr1900, Dell_Brett, ksnmrao, vvvv, sasan51, relu59, nileshkitey, ASCE_IBC, muhammad, hsccindia, schaduw, imano, hellokrishna20, moudgil9999, mehuljethva, kumsbama, prash_mce, lucky_b2me, PAQS, oktaa80, atul_123, seracova, duazo2009, prakash, rvkumar361, keq7803, ahmed73, deanz_75, spoolgen, trk009, rohitksoni, vangjo, hozc, isurya, sructme, pulikesi23rd, michaelsoe, Mhasan, abdalkarim, baezema, oasysz, uson, subin91, sodapas, rabzih, ambrish, chinh, sssmou, chakkara, atulkrengineer, uvsrao61, dominic, floatfree, er.shyams, Rainbow, shadabg, mosesgrace, mohcivil, spat
 engr1900

Semi Senior Member

Banned
White-private
User ID: 4169
Joined: Aug 2009
Posts: 108
Threads: 38
Likes: 251 in 53 posts
Given Likes: 1176
Points:6,515 EP
#2
01-28-2010, 06:44 AM
(01-28-2010, 05:56 AM)irshad313 Wrote: uploading few spreadsheets for design as per IS codes.
Hy
Thanks, do you have spreadsheet for Moment distribution, slab,footing , column, windload on roof truss both horizontal and vertical
byee



[-] The following 4 users Like engr1900's post:4 users Like engr1900's post
  • hsccindia, mehuljethva, prash_mce, abdalkarim
 atul_123

Junior Member

Banned
India
User ID: 12793
Joined: Jan 2010
Posts: 10
Threads: 1
Likes: 26 in 7 posts
Given Likes: 62
Points:511 EP
#3
03-16-2010, 07:29 AM
do u have other structure element design sheets?????



[-] The following 2 users Like atul_123's post:2 users Like atul_123's post
  • michaelsoe, abdalkarim
 irshad313

Not-Activated

White-private
User ID: 12804
Joined: Jan 2010
Posts: 12
Threads: 10
Likes: 100 in 9 posts
Given Likes: 19
Points:649 EP
#4
07-11-2010, 06:33 AM
one more work sheet!!!!!!!! for two way slab. Click on design to give input.


Attached Files
.xls   slab-JG12.xls (Size: 163.5 KB / Downloads: 519)



[-] The following 19 users Like irshad313's post:19 users Like irshad313's post
  • hmwere, Adam Smith, isurya, Dell_Brett, sructme, pulikesi23rd, michaelsoe, Mhasan, abdalkarim, oasysz, sodapas, rabzih, ambrish, sssmou, uvsrao61, rvkumar361, shadabg, mohcivil, spat
 aslam

Not-Activated

Abu Dhabi
User ID: 64
Joined: Dec 2008
Posts: 786
Threads: 330
Likes: 7,707 in 755 posts
Given Likes: 2168
Points:42,050 EP
#5
07-11-2010, 12:49 PM
I thinks Beam design in post-1 is as per IS:456-2000 and not as per IS:13920 (code for ductile design), because as per IS:13920, design shear force shall be maximum of max. analysis shear force and shear force based on moment capacity with provided reinforcement. I think shear force based on moment capacity is not considered.



[-] The following 1 user Likes aslam's post:1 user Likes aslam's post
  • abdalkarim
 irshad313

Not-Activated

White-private
User ID: 12804
Joined: Jan 2010
Posts: 12
Threads: 10
Likes: 100 in 9 posts
Given Likes: 19
Points:649 EP
#6
07-12-2010, 09:38 AM
(07-11-2010, 12:49 PM)aslam Wrote: I thinks Beam design in post-1 is as per IS:456-2000 and not as per IS:13920 (code for ductile design), because as per IS:13920, design shear force shall be maximum of max. analysis shear force and shear force based on moment capacity with provided reinforcement. I think shear force based on moment capacity is not considered.

Dear Aslam,

Shear as per 13920 has been considered for shear design. For simplicity maxm of shear at each is doubled for designed instead of taking actual shear at each end.



[-] The following 1 user Likes irshad313's post:1 user Likes irshad313's post
  • abdalkarim
 aslam

Not-Activated

Abu Dhabi
User ID: 64
Joined: Dec 2008
Posts: 786
Threads: 330
Likes: 7,707 in 755 posts
Given Likes: 2168
Points:42,050 EP
#7
07-12-2010, 03:24 PM
"Doubling shear" is not "simplicity" but it is very crude way. IS:13920 have equations to calculate moment capacity and shear.



[-] The following 1 user Likes aslam's post:1 user Likes aslam's post
  • abdalkarim
 hessian

Member

Banned
White-private
User ID: 96
Joined: Dec 2008
Posts: 31
Threads: 21
Likes: 102 in 13 posts
Given Likes: 25
Points:1,698 EP
#8
07-13-2010, 03:25 AM
Will you post more IS code spreadsheet?? such as RC and Steel



[-] The following 1 user Likes hessian's post:1 user Likes hessian's post
  • abdalkarim
 irshad313

Not-Activated

White-private
User ID: 12804
Joined: Jan 2010
Posts: 12
Threads: 10
Likes: 100 in 9 posts
Given Likes: 19
Points:649 EP
#9
07-15-2010, 03:44 PM (This post was last modified: 07-15-2010, 03:53 PM by irshad313.)
(07-12-2010, 03:24 PM)aslam Wrote: "Doubling shear" is not "simplicity" but it is very crude way. IS:13920 have equations to calculate moment capacity and shear.

I have not doubled the shear, I meant that instead taking the moment capacity of each end of beam moment capacity of one end is taken and doubled. The formula given in 13920 is used. Well it can always be refined.



[-] The following 1 user Likes irshad313's post:1 user Likes irshad313's post
  • abdalkarim
 aslam

Not-Activated

Abu Dhabi
User ID: 64
Joined: Dec 2008
Posts: 786
Threads: 330
Likes: 7,707 in 755 posts
Given Likes: 2168
Points:42,050 EP
#10
07-15-2010, 04:19 PM
well calculation of moment capacity depends on

(1) Type of Beam section (Rectangular,L,T) based on existance of slab
(2) Doubly or singly reinforced section
(3) Position of N.Axis. etc.



[-] The following 1 user Likes aslam's post:1 user Likes aslam's post
  • abdalkarim
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Foundation Design Spreadsheets RedHorse 4 13,251 08-05-2010, 10:13 PM
Last Post: usman
  Steel Design spreadsheets RedHorse 3 10,600 07-08-2010, 03:54 AM
Last Post: duazo2009
  Lateral Analysis and Design Loads spreadsheets RedHorse 1 5,877 06-05-2010, 03:18 AM
Last Post: jacky899
  Masonry Design spreadsheets RedHorse 1 5,860 06-05-2010, 03:05 AM
Last Post: jacky899
  Wood Design spreadsheets RedHorse 1 5,856 06-05-2010, 03:03 AM
Last Post: jacky899
  Slab and Wall Form Design Spreadsheets according to ACI Code E123 2 6,435 05-18-2010, 10:20 PM
Last Post: highcivil
  Multiple Excel Spreadsheets - RCC Design per IS and SP34 fahim 1 25,247 04-27-2010, 11:14 AM
Last Post: fahim

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode