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Flexural Strength โ ๐๐ Using Tables: Zx Selection Table (3-2) & Beam Design Charts (3-10)
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ุดุฑุญ ู .ููุงุก ุงููู ุงูู
Lecture 1: Introduction to Steel Structures ู ูุฏู ุฉ ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 2: Load and Resistance Factor Design (LRFD)
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Lecture 3: Steel Structural Cross-sectional Shapes ุงูู ูุงุทุน ุงูููุงุณูุฉ ููู ูุดุขุช ุงููููุงุฐูุฉ
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Dimensions and Properties Tables for Structural Steel Sections - Steel Manual
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Yield and Ultimate Tensile Strength for Standard Steel Grades(Fy,Fu): ASTM Specifications ู ุซุงู ู ุญููู
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Lecture 4: Tension Members ุนูุงุตุฑ ุงูุดุฏ ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 5: Tension Members - Solved Example ู ุซุงู ู ุญููู -ุนูุงุตุฑ ุงูุดุฏ ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 6: Effective Area ุงูู ุณุงุญุฉ ุงููุนูุงูุฉ ูู ุนูุงุตุฑ ุงูุดุฏ ููู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 7: Shear-lag Factor - Examples
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Lecture 8: Shear Block in Tension Members - Example 1
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Lecture 9: Shear Block in Tension Members - Example 2
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Lecture 10: Staggered Fasteners (bolts) in Plates
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Lecture 11: Staggered Fasteners in Structural Steel Sections (other than plates)
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Lecture 12: Design of Tension Members -Example 1ุชุตู ูู ุนูุงุตุฑ ุงูุดุฏ ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ- ู ุซุงู ู ุญููู
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Lecture 13: Design of Tension Member- Angles ุชุตู ูู ุนูุงุตุฑ ุงูุดุฏ ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Tables for the Design of Tension Members - Solved Example
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Lecture 14-A: Compression Members ุงูุนูุงุตุฑ ุงูุฎุงุถุนุฉ ูููู ุงูุถุบุท ( ุงูุฃุนู ุฏุฉ) ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 14-B: Effective length for Steel Columnsุงูุทูู ุงููุนูุงู ููุฃุนู ุฏุฉ ุงููููุงุฐูุฉ
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Lecture 15: Effective length for Steel Columns-Exampleู ุซุงู ู ุญููู ุงูุทูู ุงููุนูุงู ููุฃุนู ุฏุฉ ุงููููุงุฐูุฉ
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Lecture 16: Local Stability
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Design of Compression Members Using Column Load Table - Solved Example
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Design of Compression Members Using Column Load Tables -AISC- Solved Example
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Lecture 17: Design of Compression Members ุชุตู ูู ุนูุงุตุฑ ุงูุถุบุท ูุงูุฃุนู ุฏุฉ ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 18: Design of Compression Members - Trial and Error ุชุตู ูู ุนูุงุตุฑ ุงูุถุบุท ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 19: Design of Compression Members- Trial and Error: Solved Example ุชุตู ูู ุนูุงุตุฑ ุงูุถุบุท
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Lecture 20: Effective length - braced ุงูุทูู ุงููุนุงู ููุฃุนู ุฏุฉ ูุนูุงุตุฑ ุงูุถุบุท ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Effective length factor k for columns in braced and unbraced frames - Alignment Charts ู ุซุงู ู ุญููู
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Effective Length Factor k for Inelastic Columns in Braced and Unbraced Rigid Frames- Solved Example
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Stiffness Reduction Factor (๐๐) using Table 4-21
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Lecture 21: Built-up Compression Members
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Lecture 22: Beams ุงูุนูุงุฑุถ ( ุงูุฌุงุฆุฒ) ูู ุงูู ูุดุขุช ุงููููุงุฐูุฉ
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Lecture 23: Stability
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Lecture 23-I: Solved Example- Elastic Section Modulus & Plastic Section Modulus BUILT-UP Sections
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Lecture 23-II: Solved Example- Elastic Section Modulus & Plastic Section Modulus HOT ROLLED Sections
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Lecture 24: Nominal Flexural Strength for Compact Sections ู ูุงูู ุฉ ุนุฒูู ุงูุฏูุฑุงู ูู ุงูุฌูุงุฆุฒ ุงููููุงุฐูุฉ
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Lecture 24-II: Cb Factor - Nominal Flexural Strength for Compact Sections
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Lecture 25: Nominal and Design Flexural Strength for Non-compact Steel Sections
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Flexural Strength โ ๐๐ Using Tables: Zx Selection Table (3-2) & Beam Design Charts (3-10)
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Lecture 28: Deflection (Vertical Sag) ุงูุชุฑุฎูู
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Lecture 26: LRFD Requirements for Shear in Steel Beams
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Lecture 27: Block Shear in Beams (Coped Beams)
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Lecture 29: Design of Beams ุชุตู ูู ุงูุนูุงุฑุถ(ุงูุฌูุงุฆุฒ) ุงููููุงุฐูุฉ-ู ุซุงู ู ุญููู
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Lecture 30: Beam Design Charts ุทุฑููุฉ ุงุณุชุฎุฏุงู
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Lecture 31: Solved Example - Beam Design Chartsุชุตู ูู
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Beam-Column: Interaction Formula - SOLVED EXAMPLE ู ุซุงู ู ุญููู
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Beam-Column: The Moment Amplification Method- SOLVED EXAMPLE ู ุซุงู ู ุญููู
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Beam-Columns: Evaluation of Cm ุฅูุฌุงุฏ ููู ุฉ
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Beam-Columns: Members in Braced Frames- Solved Example ู ุซุงู ู ุญููู
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Beam-Columns: Members in Braced Frames - Example 6.4 ุจุฑูุณุฏ ุจูู ููููู ู ุซุงู ู ุญููู
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