| Author |
Message |
 Topic: Regarding Column Position as per architectural drawing |
mjnasar
Replies: 10
Views: 4263
|
 Forum: SEFI General Discussion Posted: Sun Nov 20, 2022 5:24 am Subject: Regarding Column Position as per architectural drawing |
Dear Engineers
Greetings
in ETABS - the Eccentricities in beam / columns connections can be added by insertion point - joint offsets
please see attached snip
regards
mjnasar
[IMG]data:im ... |
| Topic: Monolithic structure in csi safe |
mjnasar
Replies: 1
Views: 1115
|
Forum: SEFI General Discussion Posted: Mon Oct 31, 2022 8:40 am Subject: Monolithic structure in csi safe |
Dear tonymason
Greetings
Please do meshing properly for slab & beam elements
( and post the screen shot to understand well )
best regards
mjnasar |
| Topic: Regarding construction suggestions |
mjnasar
Replies: 3
Views: 1124
|
Forum: SEFI General Discussion Posted: Thu Oct 20, 2022 11:49 am Subject: Regarding construction suggestions |
Dear Ramu
Greetings
It is economical solution have the Basements for part -1 & 2
and remaining bunglow & agricultural gardens at their same level
best regards
mjnasar |
| Topic: Etabs model - Eq load check |
mjnasar
Replies: 2
Views: 1879
|
Forum: SEFI General Discussion Posted: Wed Sep 28, 2022 8:20 am Subject: Etabs model - Eq load check |
Dear Eng.Ramu
Greeting
The model is ok, please see the attached screen shots
best regards
mjnasar |
| Topic: eatbs model ...why beam fail... |
mjnasar
Replies: 1
Views: 1420
|
Forum: SEFI General Discussion Posted: Sun Sep 25, 2022 6:27 am Subject: eatbs model ...why beam fail... |
Hi Eng Viren
we does not see any beam failures in ground floor
[IMG]data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAABEcAAAN6CAYAAABsZSdzAAAgAElEQVR4Aey9B7zWxZX/z7bff3/bsyXZzba0366abIqbZo0xMZYkdqx ... |
| Topic: Can the Corner Bars of beam or column be made smaller than the Middle bars(Bars placed between Corner Bars)? |
mjnasar
Replies: 6
Views: 3079
|
Forum: SEFI General Discussion Posted: Wed Sep 14, 2022 1:20 pm Subject: Can the Corner Bars of beam or column be made smaller than the Middle bars(Bars placed between Corner Bars)? |
Hi Eng.Pramod
Greetings
Please go through below my general view.
Explanation for bigger diameter corner bars.
The corners should have bigger diameter for resisting torsion
( see the staadp ... |
| Topic: Error in ETABS in finding compression reinforcement for gravity loading combination as per IS 456 |
mjnasar
Replies: 1
Views: 1910
|
Forum: SEFI General Discussion Posted: Tue Jul 26, 2022 12:25 pm Subject: Error in ETABS in finding compression reinforcement for gravity loading combination as per IS 456 |
Dear Engineer
Greetings
please remove the joint restraints at storeys
[IMG]data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAABjUAAANdCAYAAADcHP6ZAAAgAElEQVR4AeydB5Qc1Z3u5+x7e97bt2vv2rv2ru31rvMCTph ... |
| Topic: Water tank load on slab |
mjnasar
Replies: 15
Views: 14469
|
Forum: SEFI General Discussion Posted: Tue May 24, 2022 4:51 am Subject: Re: Water tank load on slab |
Dear Engineer
Greetings
more conservatively
equate moments from concentrated load to uniform loads
W L / 4 = w * L 2 / 8
10 * 2 / 4 = w * 2 * 2 / 8
x = 10kn/m2
( provide require ... |
| Topic: Roof Slab repair in my flat in an apartment : Urgent assistance required |
mjnasar
Replies: 62
Views: 12801
|
Forum: SEFI General Discussion Posted: Mon May 23, 2022 8:46 am Subject: Roof Slab repair in my flat in an apartment : Urgent assistance required |
Dear sir
the best solution for your condition is - as answered bt vikram jeet sir
please go ahead with the works suggested by vikram jeet sir ( until society do some thing
God willing it will ... |
| Topic: pedestal design for light pole |
mjnasar
Replies: 2
Views: 1647
|
Forum: SEFI General Discussion Posted: Sun Apr 10, 2022 6:59 am Subject: pedestal design for light pole |
Dear Engineer
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Greetings[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]
[/HIGHLIGHT][/FONT]
[FONT= ... |
| |
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website