| Author |
Message |
 Topic: PILING PROBLEM |
jc
Replies: 2
Views: 1709
|
 Forum: SEFI General Discussion Posted: Mon Jun 23, 2014 3:26 pm Subject: PILING PROBLEM |
Dear Engineers,
Currently we are doing site clearing for piling works. However, we discovered that there is a pile raft foundation (factory previously) underneath the tower block footprint. In oth ... |
| Topic: Shear Wall on Transfer Beam |
jc
Replies: 1
Views: 1660
|
Forum: SEFI General Discussion Posted: Sun May 11, 2014 9:24 am Subject: Shear Wall on Transfer Beam |
Dear Engineers,
In normal practice, we provide big transfer beam underneath shear wall so that large opening can be obtained below the transfer level.
For example, if the shear wall is 10m leng ... |
| Topic: Modulus of Rupture |
jc
Replies: 7
Views: 3269
|
Forum: SEFI General Discussion Posted: Tue Dec 24, 2013 2:40 pm Subject: Modulus of Rupture |
| Not necessary to use a very large section to cater a large bending moment. For instance, if my section is 1000x2200, the cracking moment is about +-3600KN.m for G45 concrete. If this section has to wi ... |
| Topic: Modulus of Rupture |
jc
Replies: 7
Views: 3269
|
Forum: SEFI General Discussion Posted: Tue Dec 24, 2013 3:13 am Subject: Modulus of Rupture |
| ya. this is exactly what i mean. however, you are saying that for small and simple structure. my next question is since small structure works then why not we use it in big and complicated structure li ... |
| Topic: Modulus of Rupture |
jc
Replies: 7
Views: 3269
|
Forum: SEFI General Discussion Posted: Mon Dec 23, 2013 11:58 pm Subject: Modulus of Rupture |
Dear Members,
In our RCC design, we normally ignore the bending capacity of concrete itself. My question is why don't we make use of it so that rebar in the member will not be too congested?
If ... |
| Topic: RC Transfer Plate/Slab |
jc
Replies: 4
Views: 2329
|
Forum: SEFI General Discussion Posted: Fri Dec 20, 2013 1:29 pm Subject: RC Transfer Plate/Slab |
Dear All,
Anyone has the experience on transfer plate design in which supporting all shear walls going up to roof top. |
| Topic: shear wall on transfer beam |
jc
Replies: 3
Views: 2512
|
Forum: SEFI General Discussion Posted: Sat Oct 26, 2013 9:30 am Subject: shear wall on transfer beam |
Dear Friend,
My question is very clear of course. Common sensely, if the shear wall is on the transverse direction of transfer beam then it will not cause the torsional moment.
My question is ... |
| Topic: Eccentricity in columns in ETABS |
jc
Replies: 3
Views: 4790
|
Forum: SEFI General Discussion Posted: Sun Oct 20, 2013 10:26 am Subject: Eccentricity in columns in ETABS |
| Hi, what about if shear wall on transfer beam? can we model the eccentricity for this case? |
| Topic: shear wall on transfer beam |
jc
Replies: 3
Views: 2512
|
Forum: SEFI General Discussion Posted: Sun Oct 20, 2013 10:24 am Subject: shear wall on transfer beam |
Dear All,
Can anyone please enlighten me on how to cater the torsional moment developed when the shear wall is resting at the edge of transfer beam. I believe most of the software in the market has ... |
| Topic: Pile Cap Design SAFE |
jc
Replies: 2
Views: 1992
|
Forum: SEFI General Discussion Posted: Wed Aug 28, 2013 1:05 pm Subject: Pile Cap Design SAFE |
| hi Sir, possible to share this portion of book? |
| |
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