| Author |
Message |
 Topic: regarding design of inclined slab in etabs |
jagan0819
Replies: 1
Views: 3728
|
 Forum: SEFI General Discussion Posted: Wed Jun 23, 2021 9:01 am Subject: regarding design of inclined slab in etabs |
hi sefians
i have modeled a sloped roof slab (3mx3m in plan with 4 edge beams)in ETABS, and the load distribution on 3 beams is as per manual calculation ,but the load on 4th beam is not tallied with ... |
| Topic: regarding c/c distance between piles |
jagan0819
Replies: 4
Views: 3621
|
Forum: SEFI General Discussion Posted: Thu Mar 18, 2021 4:34 pm Subject: regarding c/c distance between piles |
hi sefians
in the picture attached below there are 2 figures of 3-pile caps, in which the left one has all c/c distance between piles is same,but on the right side figure c/c distance between the p ... |
| Topic: stiffness modifiers for beams and columns |
jagan0819
Replies: 2
Views: 3404
|
Forum: SEFI General Discussion Posted: Wed Jul 29, 2020 5:31 am Subject: thank u sir for ur response |
Dear Jagan,
I understand your point. I will try to answer as clearly as possible.
Stiffness, by definition, it is the load per unit deformation. And at any frame joint, the moment distribution h ... |
| Topic: stiffness modifiers for beams and columns |
jagan0819
Replies: 2
Views: 3404
|
Forum: SEFI General Discussion Posted: Thu Jul 09, 2020 12:27 pm Subject: stiffness modifiers for beams and columns |
hi sefians
i have analysed a framed structure with stiffness modifier-1 and for the same i have given stiffness modifier(0.35 for beams & 0.7 for columns) and when i compare results ,,
1) th ... |
| Topic: connection of columns at plinth level and floor level with beams |
jagan0819
Replies: 3
Views: 5879
|
Forum: SEFI General Discussion Posted: Wed Feb 26, 2020 10:28 am Subject: connection of columns at plinth level and floor level with beams |
hi sefians
i have a doubt in modelling of a structure(G+1) in staad ,i.e should all the columns at plinth level and floor level(in both directions) get connected with beams. if yes is there any spe ... |
| Topic: Magic Program for RCC Column Design -Android Verson |
jagan0819
Replies: 4
Views: 3739
|
Forum: SEFI General Discussion Posted: Sun Nov 03, 2019 2:19 pm Subject: regarding program for column design |
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Dear Sir,[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Please find below the email id and mobile nu ... |
| Topic: regarding combined footing design of slab beam type |
jagan0819
Replies: 2
Views: 8010
|
Forum: Freshers' Zone Posted: Wed Oct 23, 2019 1:50 pm Subject: thank u for valuable suggestion sir |
| thank u sir |
| Topic: regarding combined footing design of slab beam type |
jagan0819
Replies: 2
Views: 8010
|
Forum: Freshers' Zone Posted: Tue Oct 22, 2019 10:18 am Subject: regarding combined footing design of slab beam type |
dear sefians
we are designing a combined footing of slab beam type for two columns which are in horizontal orientation in plan, we are having a doubt whether the width of beam should be greater t ... |
| Topic: provision of reinforcement in columns |
jagan0819
Replies: 3
Views: 3543
|
Forum: SEFI General Discussion Posted: Tue Sep 24, 2019 5:12 am Subject: thank u for valuable suggestion sir |
| Does the requirement of 3200 sq-mm of steel occur at the base of the FF column ? If so, neither placing the extra bars at the base, nor lapping them with existing bars will suffice. One method will be ... |
| Topic: provision of reinforcement in columns |
jagan0819
Replies: 3
Views: 3543
|
Forum: SEFI General Discussion Posted: Mon Sep 23, 2019 3:55 am Subject: provision of reinforcement in columns |
hi sefians
we are designing another floor for a office building (which has only ground floor)
and the issue is for column which is located in ground floor(existing floor) has 8 nos-20mm dia bars a ... |
| |
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