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Author Message
  Topic: pushover analysis
uct

Replies: 23
Views: 14534

PostForum: SEFI General Discussion   Posted: Tue Oct 08, 2019 7:59 pm   Subject: PUSH OVER ANALYSIS
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]can i have any done example of pushover analysis using any software...please email me: efl2@hotmail.com[/HIGHLIGHT][/FONT]
  Topic: OVERALL SAFETY CHECK OF STRUCTURE USING PUSH OVER ANALYSIS
uct

Replies: 0
Views: 770

PostForum: SEFI General Discussion   Posted: Tue Oct 08, 2019 7:26 pm   Subject: OVERALL SAFETY CHECK OF STRUCTURE USING PUSH OVER ANALYSIS
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Hi Dear Colleaques;[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]i have studied nonlineer analysis ...
  Topic: OVERALL SAFETY CHECK OF STRUCTURE USING PUSH OVER ANALYSIS
uct

Replies: 0
Views: 792

PostForum: SEFI General Discussion   Posted: Thu Oct 03, 2019 7:53 pm   Subject: OVERALL SAFETY CHECK OF STRUCTURE USING PUSH OVER ANALYSIS
Hi Dear Colleaques;
i have studied nonlineer analysis at school but it was not completed during study periot...so i am not fullfiled with knowlidge of pushover analysis..looking for expert users...ho ...
  Topic: LOADING SLAB ON WATER TANK
uct

Replies: 4
Views: 2016

PostForum: SEFI General Discussion   Posted: Wed Nov 08, 2017 7:58 am   Subject: water pressure on top slab of water tank during ossilating
more explenstion,any clear idea or examples to share will more understanding..becouse still not start to solve aforesaid project..
  Topic: LOADING SLAB ON WATER TANK
uct

Replies: 4
Views: 2016

PostForum: SEFI General Discussion   Posted: Tue Nov 07, 2017 8:14 am   Subject: LOADING SLAB ON WATER TANK
HI DEAR SEFIAN,
I AM DESIGNING A CLOSED WATER TANK IN STAAD PRO...WATER TANK IS FULLE WITH WATER AND HEAD OF WATER TANK IS CLOSED WITH PLATE 20CM THICKNESED. BUT I AM IN DILEMMA THAT SHOULD I APPLY W ...
  Topic: HOW CAN I FIND DISPLACEMENT,BASE SHEAR,RESISTSN OF OVER TURNING MOMENT
uct

Replies: 0
Views: 1689

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Sat Nov 04, 2017 5:01 am   Subject: HOW CAN I FIND DISPLACEMENT,BASE SHEAR,RESISTSN OF OVER TURNING MOMENT
I am doing equvalent earthquske analysis on a water tank. I need to find out base shear, overturning moment, story drift and lateral displacements. After analyzing, Staad Pro does not give these resul ...
  Topic: CALCULATION REBUR AREA OF PLATE MANUALLY IN STAAD PRO
uct

Replies: 7
Views: 4274

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Mon Oct 30, 2017 8:33 am   Subject: rebar area of plate elements..
Dear Sir,
i have searched for excell sheet throughout the forum but not find..
ı am totally confused...becouse results from plate stress icon in main vindow of staad for Mx and My loacal momen ...
  Topic: CALCULATION REBUR AREA OF PLATE MANUALLY IN STAAD PRO
uct

Replies: 7
Views: 4274

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Mon Oct 30, 2017 6:08 am   Subject: rebar area of plate elements..
dear
thanks for your reply...ı am now cleared about that which is Mx local moment provide me rebar area parallel to local X axis and My local moment providng me rebar area parallel to local Y a ...
  Topic: CALCULATION REBUR AREA OF PLATE MANUALLY IN STAAD PRO
uct

Replies: 7
Views: 4274

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Sun Oct 29, 2017 3:05 pm   Subject: plate rebur direction
please make it cleare...if ı want to calculate area of rebur that paralellel to local x axis should take Mx local moment,same way to calculate amount of rebur parallel to local Y axis should  ...
  Topic: CALCULATION REBUR AREA OF PLATE MANUALLY IN STAAD PRO
uct

Replies: 7
Views: 4274

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Sat Oct 28, 2017 6:17 pm   Subject: CALCULATION REBUR AREA OF PLATE MANUALLY IN STAAD PRO
[TABLE][TR][TD][FONT=Verdana, Arial, Helvetica, sans-serif]May you please help me to fınd solution on my these questıons below.. [/FONT][FONT=Verdana, Arial, Helvetica, sans-serif][/FONT]
[ ...
 
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