| Author |
Message |
 Topic:Results Interpretation and design using ETABS |
RENJITH C
Replies:2
Views:4930
|
 Forum:SEFI General DiscussionPosted: Wed Jan 03, 2018 10:14 pm Subject:Results Interpretation and design using ETABS |
| [JUSTIFY][FONT=Arial Narrow,sans-serif][SIZE=3]1. [/SIZE][/FONT][FONT=Arial Narrow,sans-serif][SIZE=3]After analysis no output results are required to give to Site Engineer.[/SIZE][/FONT][/JUSTIFY] ... |
| Topic:what are the other method of design of foundation when raft area is not sufficent |
RENJITH C
Replies:4
Views:3364
|
Forum:SEFI General DiscussionPosted: Thu Dec 28, 2017 1:45 pm Subject:what are the other method of design of foundation when raft area is not sufficent |
Please check the possibility of increasing SBC of soil by soil stabilization methods.
RENJITH C |
| Topic:Development length ? |
RENJITH C
Replies:4
Views:3024
|
Forum:SEFI General DiscussionPosted: Thu Dec 28, 2017 1:06 am Subject:Development length ? |
| AS per Cl 7.12.2.2 of IS 1893(Part 1):2002,�All horizontal projections like cornices and balconies shall be designed and checked for stability for five times the vertical coefficient specified in 6.4. ... |
| Topic:Cl:4.2.2 of IS 4326:1993 |
RENJITH C
Replies:0
Views:1530
|
Forum:SEFI General DiscussionPosted: Tue Dec 26, 2017 12:40 am Subject:Cl:4.2.2 of IS 4326:1993 |
As per Cl:4.2.2 of IS 4326:1993, "Concrete slabs shall be rigidity connected or integrally cast with support beams."
If so precast slabs placing over existing beams are not recommendable ... |
| Topic:What is the procedure for assigning a secondary beam over primary beam |
RENJITH C
Replies:2
Views:2798
|
Forum:SEFI General DiscussionPosted: Thu Aug 04, 2016 6:18 am Subject:What is the procedure for assigning a secondary beam over primary beam |
| Even if releases are not provided then also primary beam will be broken into two when secondary beam is connected to primary beam.Check the BM diagram of primary beam,it will act as one beam between s ... |
| Topic:footing of column |
RENJITH C
Replies:2
Views:2428
|
Forum:SEFI General DiscussionPosted: Wed Aug 03, 2016 4:51 am Subject:footing of column |
If there is no moment acting on the footing,then the procedure is correct.
Sloped shape is shown in drawing but the thickness used for calculation is constant thickness.
RENJITH C
9847572147 |
| Topic:STAAD PRO CONCRETE ANALYSIS & DESIGN RESULT DISCUSSION |
RENJITH C
Replies:4
Views:5048
|
Forum:SEFI General Discussion发布:结婚2016年8月3日上午各自主题:STAAD PRO CONCRETE ANALYSIS & DESIGN RESULT DISCUSSION |
Yes Mr.Gautham . Your procedure is correct.
RENJITH C |
| Topic:Design moments for corner columns in buildings |
RENJITH C
Replies:1
Views:1974
|
Forum:SEFI General DiscussionPosted: Tue Aug 02, 2016 4:18 am Subject:Design moments for corner columns in buildings |
Multi storied frame may be analysed manually or by software to get the resulting axial load and moment for design.
RENJITH C |
| Topic:STAAD PRO CONCRETE ANALYSIS & DESIGN RESULT DISCUSSION |
RENJITH C
Replies:4
Views:5048
|
Forum:SEFI General DiscussionPosted: Mon Aug 01, 2016 6:48 am Subject:Lateral loads Fx and Fz |
Dear Gautham
Lateral loads F[SUB]X[/SUB] and F[SUB]z[/SUB] produce moment equal to F[SUB]x[/SUB] X Depth of footing or F[SUB]z[/SUB] X Depth of footing . Hence we need to consider these forces whil ... |
| Topic:Shielding factor for multiple frames |
RENJITH C
Replies:4
Views:9038
|
Forum:SEFI General DiscussionPosted: Thu May 26, 2016 2:24 am Subject:Shielding factor for multiple frames |
| Refer page 93 of "An Explanatory Handbook on Proposed IS 875 (Part 3)" |
|
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