01/06/2026
๐๐๐ผ๐ฝ๐ & ๐๐ผ๐๐ ๐๐พ ๐๐ฉ๐ง๐ช๐๐ฉ๐ช๐ง๐ ๐๐ฃ๐ก๐๐ฃ๐ ๐พ๐ก๐๐จ๐จ (๐ฝ๐๐จ๐๐ ๐พ๐ค๐ช๐ง๐จ๐), (๐ผ๐๐ซ๐๐ฃ๐๐๐ ๐พ๐ค๐ช๐ง๐จ๐) แแแบแแฑแฌแแบแแญแฏแแฐแแปแฌแธ แกแแแบแธแกแแบ register แแฏแแบแแญแฏแทแแแซแแผแฎโ
แแญแฏแแญแฏแแแบแแผแฑแฌแแบแ
แฑแแแบ แกแแแบ ๐๐จ๐ฎ๐ซ๐ฌ๐ แแญแฏแแฝแแบแธแแถแแผแฎแธ แแแบแแถแแผแแทแบแ
แฝแแบแแฌแธแแฒแท ๐ฎ๐ฉ๐๐๐ญ๐ ๐๐จ๐ฎ๐ซ๐ฌ๐ แแฝแฑแแญแฏ ๐๐ฑ๐ฉ๐๐ซ๐ข๐๐ง๐๐ ๐๐ญ๐ซ๐ฎ๐๐ญ๐ฎ๐ซ๐ ๐๐ง๐ ๐ข๐ง๐๐๐ซ แแแฌแแญแฏแแบแแญแฏแแบ แแญแฏแแบแแญแฏแแบแแแบแแผแฌแธแแฑแธแแแทแบ ๐๐จ๐จ๐ฆ ๐๐ง๐ฅ๐ข๐ง๐ ๐๐ฅ๐๐ฌ๐ฌ แแผแ
แบแแฌแแญแฏแท ๐๐ฎ๐ข๐ฅ๐๐ข๐ง๐ แแปแฌแธแแ
แบแแแบแแแบแแฑแฌแแบแแฌแแฝแแบแแญแแแทแบแแแทแบ แแแบแแฝแฑแท ๐ค๐ง๐จ๐ฐ๐ฅ๐๐๐ ๐ แแปแฌแธแแญแฏแแซ แแแบแแฐแแฑแทแแฌแแแพแฌแแผแ
แบแแฌแแญแฏแท แกแแปแญแฏแธแแพแญแ
แฑแแพแฌแแผแ
แบแแซแแแบโ
๐น ๐๐๐ผ๐ฝ๐ & ๐๐ผ๐๐ (๐๐พ ๐๐ฉ๐ง๐ช๐๐ฉ๐ช๐ง๐ ๐ฝ๐๐จ๐๐ ๐พ๐ค๐ช๐ง๐จ๐)
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โช๏ธBuilding Type:5-Story-RC
โช๏ธResidential Building
โช๏ธStructure Type
- Frame Structure
โช๏ธFoundation Type
- Isolated footings
โช๏ธAnalyze
- Linear Static Procedure
โช๏ธDesign
- column design
- beam design
- slab & stair slab design(Excel sheet)
- Isolated footing design(SAFE)
โช๏ธCode
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)
- Seismic ( ASCE 7 & MNBC)
โช๏ธSoftware
- Etabs
- SAFE
- MS Excel sheet program
๐น ๐๐๐ผ๐ฝ๐ & ๐๐ผ๐๐ (๐๐พ ๐๐ฉ๐ง๐ช๐๐ฉ๐ช๐ง๐ ๐ผ๐๐ซ๐๐ฃ๐๐๐ ๐พ๐ค๐ช๐ง๐จ๐)
=====================================
---Model 1---
โช๏ธBuilding Type : 12-Storey-RC Residential Building (with shear wall)
โช๏ธStructure Type : Frame & shear wall structure
โช๏ธAnalyze : Linear Static
โช๏ธProcedure(LSP) : Code
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)l
- Seismic ( ASCE 7 & MNBC)
โช๏ธSoftware : ETABS
---Model 2---
โช๏ธBuilding Type : 12-Storey-RC Residential Building (with shear wall)
โช๏ธStructure Type : Frame & shear wall structure
โช๏ธAnalyze : Linear Dynamic Procedure(LDP)
[Response Spectrum Analysis]
โช๏ธReview results : base shear, p-delta, storey drift,
- overturning, soft story, torsion
โช๏ธCode:
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)
- Seismic ( ASCE 7 & MNBC)
โช๏ธ Software : ETABS, Excel sheets
---Model 3---
โช๏ธBuilding Type : 12-Story-RC Residential Building (with shear wall)
โช๏ธStructure Type: Frame & shear wall structure
โช๏ธAnalyze : Non- Linear Dynamic Procedure(NDP]
[Time History Analysis]
โช๏ธPEER data base
โช๏ธRevie results : base shear, p-delta, storey drift,
- overturning, soft story, torsion
โช๏ธCode:
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)l
- Seismic ( ASCE 7 & MNBC)
โช๏ธSoftware: ETABS, Excel sheets
---Model 4---
โช๏ธBuilding Type : 5- storey-RC building
โช๏ธAnalyze : Non-Linear Static Procedure [NSP]
[Pushover analysis]
โช๏ธReview results : building performance level [IO,LS,CP]
โช๏ธCode : FEMA ,ASCE 41
โช๏ธSoftware : ETABS
---Model 5---
โช๏ธDesign : Shear Wall Design for 12 storey-RC building
โช๏ธCode : ACI 318
โช๏ธSoftware : ETABS, Excel sheets
---Model 6---
โช๏ธFoundation Design : Mat Foundation Design for 12 storey-RC building
โช๏ธCode : ACI 318
โช๏ธSoftware: ETABS, SAFE, Excel sheets
---Model 7---
โช๏ธFoundation Design : Pile Cap Design for 12 storey-RC building
โช๏ธPile Type : Reinforce concrete Precast Pile
โช๏ธView : soil bearing capacity calculation results
- [cu ,fi ,SPT value results]
โช๏ธReview results : pile displacement & settlements, pile axial forces
โช๏ธCode : ACI 318
โช๏ธSoftware : ETABS, Excel sheets
---Model 8---
โช๏ธFoundation Design : Shallow Foundation Design for 5 storey-RC building
โช๏ธCode:ACI 318
โช๏ธSoftware : ETABS, SAFE, Excel sheets
แแแบแแแบแธแแผแฑแธ ~~~
๐น ๐๐๐ผ๐ฝ๐ & ๐๐ผ๐๐ (๐๐พ ๐๐ฉ๐ง๐ช๐๐ฉ๐ช๐ง๐ ๐ฝ๐๐จ๐๐ ๐พ๐ค๐ช๐ง๐จ๐) - ๐๐๐,๐๐๐๐๐ฒ๐๐ญ๐ฌ
๐น ๐๐๐ผ๐ฝ๐ & ๐๐ผ๐๐ (๐๐พ ๐๐ฉ๐ง๐ช๐๐ฉ๐ช๐ง๐ ๐ผ๐๐ซ๐๐ฃ๐๐๐ ๐พ๐ค๐ช๐ง๐จ๐) - ๐๐๐,๐๐๐๐๐ฒ๐๐ญ๐ฌ
แแแบแแแบแธแกแแบแแญแฏแแฐแแปแฌแธ ๐๐๐ ๐ ๐๐ก๐๐ญ ๐๐จ๐ฑ แแพแแทแบ แแแฌแท ๐๐ข๐๐๐ซ ๐๐จ. - ๐๐๐๐๐๐๐๐๐๐ แแญแฏแแแบแแฝแแบแแญแฏแทแแแซแแแบ...
แแฏแแบแธแแแบแแฝแแบแแญแฏแแซแ
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