ETABS Full Course II EPISODE 02

Hi,
Here we have discussed how to model Column in ETABS. Also we have shown how to rotate the orientation of Column in ETABS as per the Architectural requirements. Then we have discussed about how to model Shear Wall and Spandrel beam in ETABS with PIER Label and Spandrel Label. Here we also discussed about modeling of Cantilever Beam and Secondary Beam in ETABS.
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OFFER (a): Get (1-15) Only @ 3500 Taka Only. (Save 2290 Taka) [Regular Price 5790 Taka]
OFFER (b): Get (5-12) Only @1530 Taka. (Save 700 Taka) [Regular Price 2230 Taka]
1. Pile Capacity Calculation Excel File @410 Taka Only
2. SHEAR WALL Design Excel File with Boundary Element & Spandrel @1200 Taka Only
3. Column Reinforcement Detailing Excel @360 Taka Only
4. Beam Design Excel File only @360 Taka Only
ETABS DESIGN input and DESIGN CHECK related SHEETS : (5-12)
5. EARTHQUAKE Hand Calculation PDF and Word File for ETABS input @310 Taka Only
6. Eccentricity Ratio Calculation Excel File of WIND LOAD for ETABS input @360 Taka Only
7. STOREY DRIFT Check Excel File for ETABS Design Check @260 Taka Only
8. TORSIONAL IRREGULARITY Check Excel File for ETABS Design Check @210 Taka Only
9. P DELTA Check Excel File for ETABS Design Check @260 Taka Only
10. SOFT STOREY Check Excel File for ETABS Design Check @210 Taka Only
11. OVERTURNING Check Excel File @ 210 Taka Only
12.GUST FACTOR CALCULATION FOR RIGID and FLEXIBLE STRUCTURE @410 Taka Only
13. Non Uniform Shell load Calculation for Water tank and Soil Pressure @410 Taka Only
14. One way & Cantilever Slab Design Excel file @ 410 Taka Only
15. Two way Slab Design Excel file @ 410 Taka Only
** SAFE 2016 FOUNDATION DESIGN COURSE @ 6100 Taka Only **
** AutoCAD COURSE @2050 Taka Only **
** Civil Material Estimation & Cost Estimation Excel @1530 Taka Only **
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Regards
Aveeseikh Barua
Lead Partner (AURAB Associates)
B.Sc. Engineer (CIVIL)
CUET, MIEB

[@liakat26]

Very lovely.
1.Will there be any pile Model here?
2..is there any role if pile and pile cap shown in edb with proper value inserted?
3. every load assign sequence elaboration requested, please.
Salam sir

[@compositebd]

I will try my best. Thanks for your valuable comment.

[@nabajyotisarkar2228]

Lift er jagay L column dite parbo ki??

[@compositebd]

Yes You can. But in that case the total number of columns or size of other columns may increase. Thanks.