CSC Structural Engineering

CSC Structural Engineering "๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฒ แ€•แ€Šแ€ฌแ€€แ€ญแ€ฏแ€žแ€ฌแ€žแ€„แ€บแ€žแ€ฑแ€ฌ"
แ€†แ€›แ€ฌแ€ทแ€†แ€ฎแ€™แ€พแ€ฌ แ€แ€แ€บแ€™แ€ผแ€ฑแ€ฌแ€€แ€บแ€กแ€ฑแ€ฌแ€„แ€บแ€žแ€„แ€บแ€šแ€ฐแ€•แ€ผแ€ฎแ€ธ แ€€แ€ปแ€ฝแ€™แ€บแ€ธแ€€แ€ปแ€„แ€บแ€แ€ฒแ€ท Structure Engineer แ€™แ€ปแ€ฌแ€ธแ€–แ€ผแ€…แ€บแ€€แ€ผแ€•แ€ซแ€…แ€ฑ

๐™€๐™๐˜ผ๐˜ฝ๐™Ž & ๐™Ž๐˜ผ๐™๐™€ ๐™๐˜พ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™š ๐™Š๐™ฃ๐™ก๐™ž๐™ฃ๐™š ๐˜พ๐™ก๐™–๐™จ๐™จ (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š), (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซ...
01/06/2026

๐™€๐™๐˜ผ๐˜ฝ๐™Ž & ๐™Ž๐˜ผ๐™๐™€ ๐™๐˜พ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™š ๐™Š๐™ฃ๐™ก๐™ž๐™ฃ๐™š ๐˜พ๐™ก๐™–๐™จ๐™จ (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š), (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—

แ€•แ€ญแ€ฏแ€™แ€ญแ€ฏแ€แ€แ€บแ€™แ€ผแ€ฑแ€ฌแ€€แ€บแ€…แ€ฑแ€›แ€”แ€บ แ€กแ€›แ€„แ€บ ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž แ€€แ€ญแ€ฏแ€™แ€ฝแ€™แ€บแ€ธแ€™แ€ถแ€•แ€ผแ€ฎแ€ธ แ€‘แ€•แ€บแ€™แ€ถแ€–แ€ผแ€Šแ€ทแ€บแ€…แ€ฝแ€€แ€บแ€‘แ€ฌแ€ธแ€แ€ฒแ€ท ๐ฎ๐ฉ๐๐š๐ญ๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž แ€แ€ฝแ€ฑแ€€แ€ญแ€ฏ ๐„๐ฑ๐ฉ๐ž๐ซ๐ข๐ž๐ง๐œ๐ž ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌแ€€แ€ญแ€ฏแ€šแ€บแ€แ€ญแ€ฏแ€„แ€บ แ€แ€ญแ€ฏแ€€แ€บแ€›แ€ญแ€ฏแ€€แ€บแ€žแ€„แ€บแ€€แ€ผแ€ฌแ€ธแ€•แ€ฑแ€ธแ€™แ€Šแ€ทแ€บ ๐™๐จ๐จ๐ฆ ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท ๐๐ฎ๐ข๐ฅ๐๐ข๐ง๐  แ€™แ€ปแ€ฌแ€ธแ€แ€…แ€บแ€€แ€šแ€บแ€แ€Šแ€บแ€†แ€ฑแ€ฌแ€€แ€บแ€›แ€ฌแ€แ€ฝแ€„แ€บแ€žแ€ญแ€žแ€„แ€ทแ€บแ€žแ€Šแ€ทแ€บ แ€œแ€€แ€บแ€แ€ฝแ€ฑแ€ท ๐ค๐ง๐จ๐ฐ๐ฅ๐ž๐๐ ๐ž แ€™แ€ปแ€ฌแ€ธแ€€แ€ญแ€ฏแ€•แ€ซ แ€žแ€„แ€บแ€šแ€ฐแ€œแ€ฑแ€ทแ€œแ€ฌแ€›แ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€กแ€€แ€ปแ€ญแ€ฏแ€ธแ€›แ€พแ€ญแ€…แ€ฑแ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€•แ€ซแ€แ€šแ€บโ—

๐Ÿ”น ๐™€๐™๐˜ผ๐˜ฝ๐™Ž & ๐™Ž๐˜ผ๐™๐™€ (๐™๐˜พ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™š ๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š)
=================================
โ–ช๏ธBuilding Type:5-Story-RC
โ–ช๏ธResidential Building
โ–ช๏ธStructure Type
- Frame Structure
โ–ช๏ธFoundation Type
- Isolated footings
โ–ช๏ธAnalyze
- Linear Static Procedure
โ–ช๏ธDesign
- column design
- beam design
- slab & stair slab design(Excel sheet)
- Isolated footing design(SAFE)
โ–ช๏ธCode
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)
- Seismic ( ASCE 7 & MNBC)
โ–ช๏ธSoftware
- Etabs
- SAFE
- MS Excel sheet program

๐Ÿ”น ๐™€๐™๐˜ผ๐˜ฝ๐™Ž & ๐™Ž๐˜ผ๐™๐™€ (๐™๐˜พ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™š ๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š)
=====================================
---Model 1---
โ–ช๏ธBuilding Type : 12-Storey-RC Residential Building (with shear wall)
โ–ช๏ธStructure Type : Frame & shear wall structure
โ–ช๏ธAnalyze : Linear Static
โ–ช๏ธProcedure(LSP) : Code
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)l
- Seismic ( ASCE 7 & MNBC)
โ–ช๏ธSoftware : ETABS

---Model 2---
โ–ช๏ธBuilding Type : 12-Storey-RC Residential Building (with shear wall)
โ–ช๏ธStructure Type : Frame & shear wall structure
โ–ช๏ธAnalyze : Linear Dynamic Procedure(LDP)
[Response Spectrum Analysis]
โ–ช๏ธReview results : base shear, p-delta, storey drift,
- overturning, soft story, torsion
โ–ช๏ธCode:
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)
- Seismic ( ASCE 7 & MNBC)
โ–ช๏ธ Software : ETABS, Excel sheets

---Model 3---
โ–ช๏ธBuilding Type : 12-Story-RC Residential Building (with shear wall)
โ–ช๏ธStructure Type: Frame & shear wall structure
โ–ช๏ธAnalyze : Non- Linear Dynamic Procedure(NDP]
[Time History Analysis]
โ–ช๏ธPEER data base
โ–ช๏ธRevie results : base shear, p-delta, storey drift,
- overturning, soft story, torsion
โ–ช๏ธCode:
- structural concrete members(ACI 318)
- Lateral loads
- Wind (ASCE 7 & MNBC)l
- Seismic ( ASCE 7 & MNBC)
โ–ช๏ธSoftware: ETABS, Excel sheets

---Model 4---
โ–ช๏ธBuilding Type : 5- storey-RC building
โ–ช๏ธAnalyze : Non-Linear Static Procedure [NSP]
[Pushover analysis]
โ–ช๏ธReview results : building performance level [IO,LS,CP]
โ–ช๏ธCode : FEMA ,ASCE 41
โ–ช๏ธSoftware : ETABS

---Model 5---
โ–ช๏ธDesign : Shear Wall Design for 12 storey-RC building
โ–ช๏ธCode : ACI 318
โ–ช๏ธSoftware : ETABS, Excel sheets

---Model 6---
โ–ช๏ธFoundation Design : Mat Foundation Design for 12 storey-RC building
โ–ช๏ธCode : ACI 318
โ–ช๏ธSoftware: ETABS, SAFE, Excel sheets

---Model 7---
โ–ช๏ธFoundation Design : Pile Cap Design for 12 storey-RC building
โ–ช๏ธPile Type : Reinforce concrete Precast Pile
โ–ช๏ธView : soil bearing capacity calculation results
- [cu ,fi ,SPT value results]
โ–ช๏ธReview results : pile displacement & settlements, pile axial forces
โ–ช๏ธCode : ACI 318
โ–ช๏ธSoftware : ETABS, Excel sheets

---Model 8---
โ–ช๏ธFoundation Design : Shallow Foundation Design for 5 storey-RC building
โ–ช๏ธCode:ACI 318
โ–ช๏ธSoftware : ETABS, SAFE, Excel sheets

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€€แ€ผแ€ฑแ€ธ ~~~
๐Ÿ”น ๐™€๐™๐˜ผ๐˜ฝ๐™Ž & ๐™Ž๐˜ผ๐™๐™€ (๐™๐˜พ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™š ๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) - ๐Ÿ๐Ÿ–๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ
๐Ÿ”น ๐™€๐™๐˜ผ๐˜ฝ๐™Ž & ๐™Ž๐˜ผ๐™๐™€ (๐™๐˜พ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™š ๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) - ๐Ÿ๐ŸŽ๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€กแ€•แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ ๐๐š๐ ๐ž ๐‚๐ก๐š๐ญ ๐๐จ๐ฑ แ€”แ€พแ€„แ€ทแ€บ แ€†แ€›แ€ฌแ€ท ๐•๐ข๐›๐ž๐ซ ๐๐จ. - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘ แ€€แ€ญแ€ฏแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€แ€šแ€บ...

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๐Ÿ“ž ๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘, ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ๐Ÿ“๐Ÿ•๐Ÿ‘๐Ÿ”๐Ÿ๐ŸŽ๐Ÿ

แ€…แ€ฏแ€ถแ€…แ€™แ€บแ€ธแ€™แ€ฑแ€ธแ€™แ€ผแ€”แ€บแ€ธแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธแ€•แ€ผแ€ฌแ€ธแ€แ€ฒแ€ท ๐Ÿ”๐๐„ ๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ , ๐Œ๐„ ๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ แ€™แ€ปแ€ฌแ€ธแ€กแ€แ€ฝแ€€แ€บ แ€†แ€›แ€ฌแ€œแ€€แ€บแ€แ€ถแ€†แ€ฑแ€ฌแ€„แ€บแ€›แ€ฝแ€€แ€บแ€•แ€ฑแ€ธแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€œแ€ฏแ€•แ€บแ€†แ€ฑแ€ฌแ€„แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™...
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แ€กแ€แ€ฝแ€ฑแ€ทแ€กแ€€แ€ผแ€ฏแ€ถแ€›แ€พแ€ญแ€แ€ฒแ€ท ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌ แ€”แ€พแ€„แ€ทแ€บแ€กแ€แ€ฐ แ€€แ€ญแ€ฏแ€šแ€บแ€แ€ญแ€ฏแ€„แ€บแ€œแ€ฑแ€ทแ€œแ€ฌแ€›แ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€•แ€ผแ€ฎแ€ธ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ แ€กแ€แ€ฝแ€€แ€บแ€กแ€ฑแ€ฌแ€€แ€บแ€•แ€ซแ€™แ€ปแ€ฌแ€ธแ€‘แ€ฒแ€€ แ€™แ€ญแ€™แ€ญแ€”แ€พแ€„แ€ทแ€บแ€กแ€†แ€„แ€บแ€•แ€ผแ€ฑแ€›แ€ฌ แ€แ€…แ€บแ€แ€ฏแ€›แ€ฝแ€ฑแ€ธแ€แ€ปแ€šแ€บแ€•แ€ผแ€ฎแ€ธ แ€œแ€ฏแ€•แ€บแ€†แ€ฑแ€ฌแ€„แ€บแ€”แ€ญแ€ฏแ€„แ€บแ€•แ€ซแ€แ€šแ€บ...

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แ€–แ€ฏแ€”แ€บแ€ธแ€†แ€€แ€บแ€…แ€ฏแ€ถแ€…แ€™แ€บแ€ธแ€›แ€”แ€บ~~
๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘, ๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ๐Ÿ“๐Ÿ•๐Ÿ‘๐Ÿ”๐Ÿ๐ŸŽ๐Ÿ

๐„๐“๐€๐๐’ ๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—แ€‘แ€•แ€บแ€™แ€ถแ€–แ€ผแ€Šแ€ทแ€บแ€…แ€ฝแ€€แ€บแ€‘แ€ฌแ€ธแ€แ€ฒแ€ท ๐ฎ๐ฉ๐๐š๐ญ๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž...
11/05/2026

๐„๐“๐€๐๐’ ๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—

แ€‘แ€•แ€บแ€™แ€ถแ€–แ€ผแ€Šแ€ทแ€บแ€…แ€ฝแ€€แ€บแ€‘แ€ฌแ€ธแ€แ€ฒแ€ท ๐ฎ๐ฉ๐๐š๐ญ๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž แ€แ€ฝแ€ฑแ€€แ€ญแ€ฏ ๐„๐ฑ๐ฉ๐ž๐ซ๐ข๐ž๐ง๐œ๐ž ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌแ€€แ€ญแ€ฏแ€šแ€บแ€แ€ญแ€ฏแ€„แ€บ แ€แ€ญแ€ฏแ€€แ€บแ€›แ€ญแ€ฏแ€€แ€บแ€žแ€„แ€บแ€€แ€ผแ€ฌแ€ธแ€•แ€ฑแ€ธแ€™แ€Šแ€ทแ€บ ๐™๐จ๐จ๐ฆ ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท ๐๐ฎ๐ข๐ฅ๐๐ข๐ง๐  แ€™แ€ปแ€ฌแ€ธแ€แ€…แ€บแ€€แ€šแ€บแ€แ€Šแ€บแ€†แ€ฑแ€ฌแ€€แ€บแ€›แ€ฌแ€แ€ฝแ€„แ€บแ€žแ€ญแ€žแ€„แ€ทแ€บแ€žแ€Šแ€ทแ€บ แ€œแ€€แ€บแ€แ€ฝแ€ฑแ€ท ๐ค๐ง๐จ๐ฐ๐ฅ๐ž๐๐ ๐ž แ€™แ€ปแ€ฌแ€ธแ€€แ€ญแ€ฏแ€•แ€ซ แ€žแ€„แ€บแ€šแ€ฐแ€œแ€ฑแ€ทแ€œแ€ฌแ€›แ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€กแ€€แ€ปแ€ญแ€ฏแ€ธแ€›แ€พแ€ญแ€…แ€ฑแ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€•แ€ซแ€แ€šแ€บโ—

๐Ÿ”น๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐๐š๐ฌ๐ข๐œ ๐‚๐ฅ๐š๐ฌ๐ฌ)
===================================
โœ… Building Type
-4-Storey-Steel-Office Building
- (steel moment frame)
โœ… Foundation Type
- Isolated foundation design
โœ… Section Properties
- AISCM 14th edition
- Wide flang beams & columns
- (I-sections, H-sections)
โœ… Code of Practice
- Structural steel members
- (AISC 360-10, AISC 341-10)
- Foundation design
- (ACI 318-14)
- Gravity loads
- (ASCE 7-10, MNBC 2025)
- Wind loads
- (ASCE 7-10, MNBC 2025)
- Seismic loads
- (ASCE 7-10, MSNBC 2025)
โœ… Analyze
- Linear static procedure (LSP)
- (ASCE 7-10)
โœ… Design
- AISC 360-10
- Direct Analysis Method
- Design of Stability
- Steel moment frame design
โœ… Software
- Etabs 2016
- Microft excel spreadsheet program

๐Ÿ”น๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐‚๐ฅ๐š๐ฌ๐ฌ)
========================================

โœ… One Storey-Steel-Warehouse building
โœ… Sections
- Metric beams & columns
- [I-sections,H-sections]
โœ… Code
- AISC 360, AISC 341
โœ… Loads
- Gravity loads
โœ… Wind loads
- calculation reports (excel spreadsheet)
โœ… Analyze
- Linear Static Procedure (LSP)
โœ… Design
- Steel moment frame design
โœ… Software
- Etabs
- Microft excel spreadsheet program


โœ… Trussed-Tower
โœ… Sections
- you Metric beams & columns
- [I-sections,H-sections]
โœ… Code
- AISC 360, AISC 341
โœ… Loads
- Gravity loads
โœ… Wind loads
- calculation reports (excel spreadsheet)
โœ… Analyze
- Linear Static Procedure (LSP)
โœ… Design
- Steel moment frame design
โœ… Software
- Etabs,
- Microft excel spreadsheet program


โœ… 10-storey -steel office building
โœ… Loads
- gravity loads,
- wind loads,
- Seismic loads
โœ… Code
- ASCE 7, MNBC 2025
โœ… Analyze
- Linear Static Procedure (LSP)
โœ… Software
- Etabs,
- Microft excel spreadsheet program


โœ… 10-storey -steel office building
โœ… Loads
- gravity loads,
- wind loads,
- Seismic loads
โœ… Code
- ASCE 7, MNBC 2025
โœ… Analyze
- Linear Dynamic Procedure (LDP)
- [Response Spectrum Analysis]
โœ… Review results
- base shear,
- storey drift,
- p-delta
- overturning,
- soft story,
- torsion
โœ… Software
- Etabs,
- Microft excel spreadsheet program


โœ… 10-storey-Steel office building
โœ… Loads
- gravity loads,
- wind loads,
- Seismic loads
โœ… Code
- ASCE 7, MNBC 2025
โœ… Analyze
- Nonlinear Dynamic Produre(NDP)
- [Time History Analysis]
- PEER database
โœ… Software
- Etabs


โœ… Foundation Design
- Cast-in-Place Bore Piles
โœ… Loads
- gravity loads,
- wind loads,
- Seismic loads
โœ… Code
- ACI 318, ACI 543
โœ… Analysis
- Linear Static Procedure (LSP)
โœ… Review results
- pile displacement & settlements,
- pile axial forces
โœ… Software
- Etabs,
- Microft excel spreadsheet


โœ… 4-storey-steel building
โœ… Loads
- gravity loads,
- Seismic loads
โœ… Code
- ASCE 41, FEMA
โœ… Analysis
- Non-Linear Static Procedure (NSP)
- [Pushover analysis]
โœ… Reviews results
- building performance level [IO,LS,CP]
โœ… Software
- Etabs,
- Microft excel spreadsheet


โœ… Steel Joint Connection design for 4-storey-steel building
โœ… Code
- LRFD, AISC 360
โœ… Design
- simple connection
- monent connection
- compression connection
- tension connection
โœ… Software
- Etabs,
- RAM connection

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€€แ€ผแ€ฑแ€ธ ~~~
๐Ÿ”น ๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐๐š๐ฌ๐ข๐œ ๐‚๐ฅ๐š๐ฌ๐ฌ) - ๐Ÿ๐Ÿ–๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ
๐Ÿ”น ๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐‚๐ฅ๐š๐ฌ๐ฌ) - ๐Ÿ๐ŸŽ๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€กแ€•แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ ๐๐š๐ ๐ž ๐‚๐ก๐š๐ญ ๐๐จ๐ฑ แ€”แ€พแ€„แ€ทแ€บ แ€†แ€›แ€ฌแ€ท ๐•๐ข๐›๐ž๐ซ ๐๐จ. - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘ แ€€แ€ญแ€ฏแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€แ€šแ€บ...

แ€–แ€ฏแ€”แ€บแ€ธแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€•แ€ซแ€€
๐Ÿ“ž ๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘, ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ๐Ÿ“๐Ÿ•๐Ÿ‘๐Ÿ”๐Ÿ๐ŸŽ๐Ÿ

๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค ๐™Š๐™ฃ๐™ก๐™ž๐™ฃ๐™š ๐˜พ๐™ก๐™–๐™จ๐™จ (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š), (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—แ€•แ€ญแ€ฏแ€™แ€ญแ€ฏแ€แ€แ€บแ€™แ€ผแ€ฑ...
02/05/2026

๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค ๐™Š๐™ฃ๐™ก๐™ž๐™ฃ๐™š ๐˜พ๐™ก๐™–๐™จ๐™จ (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š), (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—

แ€•แ€ญแ€ฏแ€™แ€ญแ€ฏแ€แ€แ€บแ€™แ€ผแ€ฑแ€ฌแ€€แ€บแ€…แ€ฑแ€›แ€”แ€บ แ€กแ€›แ€„แ€บ ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž แ€€แ€ญแ€ฏแ€™แ€ฝแ€™แ€บแ€ธแ€™แ€ถแ€•แ€ผแ€ฎแ€ธ แ€‘แ€•แ€บแ€™แ€ถแ€–แ€ผแ€Šแ€ทแ€บแ€…แ€ฝแ€€แ€บแ€‘แ€ฌแ€ธแ€แ€ฒแ€ท ๐ฎ๐ฉ๐๐š๐ญ๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž แ€แ€ฝแ€ฑแ€€แ€ญแ€ฏ ๐„๐ฑ๐ฉ๐ž๐ซ๐ข๐ž๐ง๐œ๐ž ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌแ€€แ€ญแ€ฏแ€šแ€บแ€แ€ญแ€ฏแ€„แ€บ แ€แ€ญแ€ฏแ€€แ€บแ€›แ€ญแ€ฏแ€€แ€บแ€žแ€„แ€บแ€€แ€ผแ€ฌแ€ธแ€•แ€ฑแ€ธแ€™แ€Šแ€ทแ€บ ๐™๐จ๐จ๐ฆ ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท ๐๐ฎ๐ข๐ฅ๐๐ข๐ง๐  แ€™แ€ปแ€ฌแ€ธแ€แ€…แ€บแ€€แ€šแ€บแ€แ€Šแ€บแ€†แ€ฑแ€ฌแ€€แ€บแ€›แ€ฌแ€แ€ฝแ€„แ€บแ€žแ€ญแ€žแ€„แ€ทแ€บแ€žแ€Šแ€ทแ€บ แ€œแ€€แ€บแ€แ€ฝแ€ฑแ€ท ๐ค๐ง๐จ๐ฐ๐ฅ๐ž๐๐ ๐ž แ€™แ€ปแ€ฌแ€ธแ€€แ€ญแ€ฏแ€•แ€ซ แ€žแ€„แ€บแ€šแ€ฐแ€œแ€ฑแ€ทแ€œแ€ฌแ€›แ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€กแ€€แ€ปแ€ญแ€ฏแ€ธแ€›แ€พแ€ญแ€…แ€ฑแ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€•แ€ซแ€แ€šแ€บโ—

๐Ÿ”น๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š)
=====================
(๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐ƒ๐ž๐ฌ๐ข๐ ๐ง)
โœ… Building Type : 4 storey steel office building
โœ… Foundation Type : Single column footing
โœ… Analyze : Linear static procedure
โœ… Design : AISC 360-10 , required strength and design of stability
: compression, tension, flexure,shear, combined forces
: composite members
: stabilty bracing for column and beam
โœ… Section properties : AISCM 14th edition
โœ… Loads and combined : Gravity loads
: Lateral loads
: Wind loads(MNBC 2025,ASCE 7-10)
: Seismic loads(MNBC 2025,ASCE 7-10)
โœ… Code : AISC 360-10,AISC 341-10
: MNBC 2025,ASCE 7-10
โœ… Software : Staad.Pro v8i SS6
: Microft excel sheet program

๐Ÿ”น๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š)
========================
(๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐ƒ๐ž๐ฌ๐ข๐ ๐ง)
---Model 1---
โœ… One-Storey-Steel Warehouse Building
โœ… Section properties : Metric beams & columns
โœ… Loads : Gravity loads
: Crane Loads(moving loads)
: Wind loads ( ASCE 7,MNBC 2025)
โœ… Analyze : Linear static procedure (LSP)
โœ… Design Code : AISC 360,AISC 341
: ASCE 7,MNBC 2025
โœ… Software : Staad.Pro v8i SS6
: Microft excel sheet program

---Model 2---
โœ… Trussed-Tower
โœ… Section properties : JIS sections
โœ… Loads : Gravity loads
: Wind loads (MNBC 2025,ASCE 7)
โœ… Analyze : Linear static procedure(LSP)
โœ… Design Code : AISC 360, AISC 341
: ASCE 7, MNBC 2025
โœ… Software : Staad.Pro v8i SS6
: Microft excel sheet program

---Model 3---
โœ… 10-storey-steel office building
โœ… Sections properties : AISCM 14th editionsss
โœ… Loads : Gravity loads
: Wind loads (MNBC 2025,ASCE 7)
โœ… Analyze : Linear Static Procedure (LSP)
โœ… Code : AISC 360,AISC 341
: ASCE 7, MNBC 2025
โœ… Software : Staad.Pro v8i SS6,
: Microft excel sheet programs

---Model 4---
โœ… 10-storey-steel office building
โœ… Sections properties : AISCM 14th editions
โœ… Analyze : Linear Dynamic Procedure (LDP)
: Response Spectrum Analysis
โœ… Review Results : storey drift, p-delta, overturning, sliding
: soft-story, torsions
โœ… Code : AISC 360, AISC 341
: ASCE 7, MNBC 2025
โœ… Software : Staad.Pro v8i SS6,
: Microft excel sheet programs

---Model 5---
โœ… 10-storey-steel office building
โœ… Sections properties : AISCM 14th editionsss
โœ… Analyze : Non-Linear Dynamic Procedure (NDP)
: Time History Ajnalysis
: PEER data base
โœ… Code : AISC 360,AISC 341
: ASCE 7,MNBC 2025
โœ… Software : Staad.Pro v8i SS6,
: Microft excel sheet programs

---Model 6---
โœ… 4-storey-steel Building
โœ… Loads : Gravity loads, Seismic loads
โœ… Analyze : Non-Linear Static Procedure (NDP)
: Pushover Analysis
โœ… Code : ASCE 41, FEMA
โœ… Software : Staad pro v8i SS6

---Model 7---
โœ… Steel-Joint Connection design
: Compression connection
: Tension connection
: Simple shear connection
: Moment connection
โœ… Loads : Gravity loads
โœ… Sections properties : AISCM 14th edition
โœ… Design Code : AISC 360
โœ… Software : RAM connection

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€€แ€ฌแ€œ~~~
๐Ÿ”น ๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) - ๐Ÿ.๐Ÿ“๐ฆ๐จ๐ง๐ญ๐ก๐ฌ
๐Ÿ”น ๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) - ๐Ÿ.๐Ÿ“๐ฆ๐จ๐ง๐ญ๐ก๐ฌ

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€€แ€ผแ€ฑแ€ธ ~~~
๐Ÿ”น ๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค (๐˜ฝ๐™–๐™จ๐™ž๐™˜ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) - ๐Ÿ๐Ÿ–๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ
๐Ÿ”น ๐™Ž๐™๐˜ผ๐˜ผ๐˜ฟ.๐™‹๐™ง๐™ค (๐˜ผ๐™™๐™ซ๐™–๐™ฃ๐™˜๐™š๐™™ ๐˜พ๐™ค๐™ช๐™ง๐™จ๐™š) - ๐Ÿ๐ŸŽ๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€กแ€•แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ ๐๐š๐ ๐ž ๐‚๐ก๐š๐ญ ๐๐จ๐ฑ แ€”แ€พแ€„แ€ทแ€บ แ€†แ€›แ€ฌแ€ท ๐•๐ข๐›๐ž๐ซ ๐๐จ. - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘ แ€€แ€ญแ€ฏแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€แ€šแ€บ...

แ€–แ€ฏแ€”แ€บแ€ธแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€•แ€ซแ€€
๐Ÿ“ž ๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘, ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ๐Ÿ“๐Ÿ•๐Ÿ‘๐Ÿ”๐Ÿ๐ŸŽ๐Ÿ

แ€…แ€ฏแ€ถแ€…แ€™แ€บแ€ธแ€™แ€ฑแ€ธแ€™แ€ผแ€”แ€บแ€ธแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธแ€•แ€ผแ€ฌแ€ธแ€แ€ฒแ€ท ๐Ÿ”๐๐„ ๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ , ๐Œ๐„ ๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ แ€™แ€ปแ€ฌแ€ธแ€กแ€แ€ฝแ€€แ€บ แ€†แ€›แ€ฌแ€œแ€€แ€บแ€แ€ถแ€†แ€ฑแ€ฌแ€„แ€บแ€›แ€ฝแ€€แ€บแ€•แ€ฑแ€ธแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€œแ€ฏแ€•แ€บแ€†แ€ฑแ€ฌแ€„แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™...
28/04/2026

แ€…แ€ฏแ€ถแ€…แ€™แ€บแ€ธแ€™แ€ฑแ€ธแ€™แ€ผแ€”แ€บแ€ธแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธแ€•แ€ผแ€ฌแ€ธแ€แ€ฒแ€ท ๐Ÿ”๐๐„ ๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ , ๐Œ๐„ ๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ แ€™แ€ปแ€ฌแ€ธแ€กแ€แ€ฝแ€€แ€บ แ€†แ€›แ€ฌแ€œแ€€แ€บแ€แ€ถแ€†แ€ฑแ€ฌแ€„แ€บแ€›แ€ฝแ€€แ€บแ€•แ€ฑแ€ธแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€œแ€ฏแ€•แ€บแ€†แ€ฑแ€ฌแ€„แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€แ€šแ€บ

แ€กแ€แ€ฝแ€ฑแ€ทแ€กแ€€แ€ผแ€ฏแ€ถแ€›แ€พแ€ญแ€แ€ฒแ€ท ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌ แ€”แ€พแ€„แ€ทแ€บแ€กแ€แ€ฐ แ€€แ€ญแ€ฏแ€šแ€บแ€แ€ญแ€ฏแ€„แ€บแ€œแ€ฑแ€ทแ€œแ€ฌแ€›แ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€•แ€ผแ€ฎแ€ธ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ แ€กแ€แ€ฝแ€€แ€บแ€กแ€ฑแ€ฌแ€€แ€บแ€•แ€ซแ€™แ€ปแ€ฌแ€ธแ€‘แ€ฒแ€€ แ€™แ€ญแ€™แ€ญแ€”แ€พแ€„แ€ทแ€บแ€กแ€†แ€„แ€บแ€•แ€ผแ€ฑแ€›แ€ฌ แ€แ€…แ€บแ€แ€ฏแ€›แ€ฝแ€ฑแ€ธแ€แ€ปแ€šแ€บแ€•แ€ผแ€ฎแ€ธ แ€œแ€ฏแ€•แ€บแ€†แ€ฑแ€ฌแ€„แ€บแ€”แ€ญแ€ฏแ€„แ€บแ€•แ€ซแ€แ€šแ€บ...

- ๐„๐“๐€๐๐’ & ๐’๐€๐…๐„
- ๐’๐“๐€๐€๐ƒ.๐๐ซ๐จ
- ๐’๐€๐๐Ÿ๐ŸŽ๐ŸŽ๐ŸŽ

๐“๐ก๐ž๐ฌ๐ข๐ฌ ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ ๐…๐ž๐ž๐ฌ - ๐Ÿ‘๐ŸŽ๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐ค๐ฒ๐š๐ญ๐ฌ

แ€กแ€žแ€ฑแ€ธแ€…แ€ญแ€แ€บแ€กแ€แ€ปแ€€แ€บแ€กแ€œแ€€แ€บแ€™แ€ปแ€ฌแ€ธแ€กแ€แ€ฝแ€€แ€บ ๐๐š๐ ๐ž ๐‚๐ก๐š๐ญ ๐๐จ๐ฑ แ€”แ€พแ€„แ€ทแ€บ ๐•๐ข๐›๐ž๐ซ - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘ แ€™แ€พแ€ฌ แ€™แ€ฑแ€ธแ€™แ€ผแ€”แ€บแ€ธแ€”แ€ญแ€ฏแ€„แ€บแ€•แ€ซแ€แ€šแ€บ

แ€–แ€ฏแ€”แ€บแ€ธแ€†แ€€แ€บแ€…แ€ฏแ€ถแ€…แ€™แ€บแ€ธแ€›แ€”แ€บ~~
๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘, ๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ๐Ÿ“๐Ÿ•๐Ÿ‘๐Ÿ”๐Ÿ๐ŸŽ๐Ÿ

๐„๐“๐€๐๐’ ๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—๐„๐ฑ๐ฉ๐ž๐ซ๐ข๐ž๐ง๐œ๐ž ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌแ€€...
15/03/2026

๐„๐“๐€๐๐’ ๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€แ€€แ€บแ€›แ€ฑแ€ฌแ€€แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ แ€กแ€แ€”แ€บแ€ธแ€กแ€•แ€บ register แ€œแ€ฏแ€•แ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€•แ€ผแ€ฎโ—

๐„๐ฑ๐ฉ๐ž๐ซ๐ข๐ž๐ง๐œ๐ž ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ แ€†แ€›แ€ฌแ€€แ€ญแ€ฏแ€šแ€บแ€แ€ญแ€ฏแ€„แ€บ แ€แ€ญแ€ฏแ€€แ€บแ€›แ€ญแ€ฏแ€€แ€บแ€žแ€„แ€บแ€€แ€ผแ€ฌแ€ธแ€•แ€ฑแ€ธแ€™แ€Šแ€ทแ€บ ๐™๐จ๐จ๐ฆ ๐Ž๐ง๐ฅ๐ข๐ง๐ž ๐‚๐ฅ๐š๐ฌ๐ฌ แ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท ๐๐ฎ๐ข๐ฅ๐๐ข๐ง๐  แ€™แ€ปแ€ฌแ€ธแ€แ€…แ€บแ€€แ€šแ€บแ€แ€Šแ€บแ€†แ€ฑแ€ฌแ€€แ€บแ€›แ€ฌแ€แ€ฝแ€„แ€บแ€žแ€ญแ€žแ€„แ€ทแ€บแ€žแ€Šแ€ทแ€บ แ€œแ€€แ€บแ€แ€ฝแ€ฑแ€ท ๐ค๐ง๐จ๐ฐ๐ฅ๐ž๐๐ ๐ž แ€™แ€ปแ€ฌแ€ธแ€€แ€ญแ€ฏแ€•แ€ซ แ€žแ€„แ€บแ€šแ€ฐแ€œแ€ฑแ€ทแ€œแ€ฌแ€›แ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€แ€ฌแ€™แ€ญแ€ฏแ€ท แ€กแ€€แ€ปแ€ญแ€ฏแ€ธแ€›แ€พแ€ญแ€…แ€ฑแ€™แ€พแ€ฌแ€–แ€ผแ€…แ€บแ€•แ€ซแ€แ€šแ€บโ—

๐Ÿ”น๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐๐š๐ฌ๐ข๐œ ๐‚๐ฅ๐š๐ฌ๐ฌ)
===================================
โœ… Building Type:
-4-Storey-Steel-Office Building
-(steel moment frame)
โœ… Foundation Type:
-Isolated foundation design
โœ… Section Properties:
-AISCM 14th edition
-Wide flang beams & columns
-(I-sections,H-sections)
โœ… Code of Practice:
-Structural steel members
-(AISC 360-10,AISC 341-10)
-Foundation design
-(ACI 318-14)
-Gravity loads
-(ASCE 7-10, MNBC 2025)
-Wind loads
-(ASCE 7-10, MNBC 2025)
-Seismic loads
-(ASCE 7-10, MSNBC 2025)
โœ… Analyze:
-Linear static procedure (LSP)
-(ASCE 7- 10)
โœ… Design:
-AISC 360-10
-Direct Analysis Method
-Design of Stability
-Steel moment frame design
โœ… Software :
-Staad.pro v8i SS6
-Microft excel spreadsheet program

๐Ÿ”น๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐‚๐ฅ๐š๐ฌ๐ฌ)
========================================
***Model 1---One Storey-Steel-Warehouse
โœ… Section Properties:
-Metric beams & columns
-(I-sections,H-sections)
โœ… Code of Practice:
-Structural steel members
-(AISC 360-10,AISC 341-10)
-Gravity loads
-(ASCE 7-10, MNBC 2025)
-Wind loads
-(ASCE 7-10, MNBC 2025)
โœ… Analyze:
-Linear static procedure (LSP)
-(ASCE 7-10)
โœ… Design:
-AISC 360-10
-Direct Analysis Method
-Design of Stability
-Steel moment frame design
โœ… Software :
-Etabs
-Microft excel spreadsheet program

***Model 2---Trussed-Tower
โœ… Section Properties:
-Metric beams & columns
-(I-sections,H-sections)
โœ… Code of Practice:
-Structural steel members
-(AISC 360-10,AISC 341-10)
-Gravity loads
-(ASCE 7-10, MNBC 2025)
-Wind loads
-(ASCE 7-10, MNBC 2025)
โœ… Analyze:
-Linear static procedure (LSP)
-(ASCE 7-10)
โœ… Design:
-AISC 360-10
-Direct Analysis Method
-Design of Stability
-Steel moment frame design
โœ… Software :
-Etabs
-Microft excel spreadsheet program

***Model 3---10-storey -steel office building
โœ… Anakyze:
-Linear static procedure (LSP)
-Linear/ Nonlinear Dynamic Procedure (LDP/NDP)
-(Time History Analysis)
- Check stability
-(compare base shear,storey drift,p-delta
-overturning,soft story, torsion)
โœ… Foundation Type:
-Bore Pile (cast-in-place)
โœ… Software:
-Etabs
-Microft excel spreadsheet program

***Model 4---Steel Moment Frame
โœ… Analyze:
-Nonlinear Static Produre
-Pushover static analysis
-Check model performance level(IO,LS,CP)
โœ… Software:
-Etabs

***Model 5---Steel Joint Connection
โœ… Design:
-AISC 360-10
-simple connection
-monent connection
-compression connection
-tension connection
โœ… Software:
-RAM connection

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€€แ€ผแ€ฑแ€ธ ~~~
๐Ÿ”น ๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐๐š๐ฌ๐ข๐œ ๐‚๐ฅ๐š๐ฌ๐ฌ) - ๐Ÿ๐Ÿ–๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ
๐Ÿ”น ๐„๐“๐€๐๐’ & ๐’๐€๐…๐„ (๐’๐ญ๐ž๐ž๐ฅ ๐’๐ญ๐ซ๐ฎ๐œ๐ญ๐ฎ๐ซ๐ž ๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐‚๐ฅ๐š๐ฌ๐ฌ) - ๐Ÿ๐Ÿ–๐ŸŽ,๐ŸŽ๐ŸŽ๐ŸŽ๐Š๐ฒ๐š๐ญ๐ฌ

แ€žแ€„แ€บแ€แ€”แ€บแ€ธแ€กแ€•แ€บแ€œแ€ญแ€ฏแ€žแ€ฐแ€™แ€ปแ€ฌแ€ธ ๐๐š๐ ๐ž ๐‚๐ก๐š๐ญ ๐๐จ๐ฑ แ€”แ€พแ€„แ€ทแ€บ แ€†แ€›แ€ฌแ€ท ๐•๐ข๐›๐ž๐ซ ๐๐จ. - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘ แ€€แ€ญแ€ฏแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€ทแ€›แ€•แ€ซแ€แ€šแ€บ...

แ€–แ€ฏแ€”แ€บแ€ธแ€†แ€€แ€บแ€žแ€ฝแ€šแ€บแ€œแ€ญแ€ฏแ€•แ€ซแ€€
๐Ÿ“ž ๐๐ก - ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ‘๐Ÿ๐Ÿ‘๐Ÿ‘๐Ÿ”๐Ÿ’๐Ÿ‘, ๐ŸŽ๐Ÿ—๐Ÿ’๐Ÿ๐Ÿ“๐Ÿ•๐Ÿ‘๐Ÿ”๐Ÿ๐ŸŽ๐Ÿ

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