Core of a section (Middle One Third Rule) | Direct & Bending Stresses | Strength of Materials | GATE

[@khondokerazizulhaque357]

Superb sirji

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[@salman313-h6v]

Smart and short method

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Yes... Thanks for watching...

[@hedsunamganj1566]

thank you , sir.

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[@kayesobremonte9095]

Thank you!

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[@shashanksingh9976]

Very helpful video sir

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[@nkmaurya5222]

thanku.so much 🤝 sir

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[@goutamkumarda3535]

Thank you sir...❤🤗

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[@vithiyananthanesanmanuelje3772]

Thank you sir

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[@keffiyeh5568]

Very good as sir

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[@asmitatanwani9477]

If the pressure line passes through the upper kern of the rectangular section of size 250mm x 450 mm, and a beam span is 12m. The trapezoidal profile tendons with 1200 kN effective prestress after all losses, located with zero eccentricity at ends and 75 mm at one third of span from both end of simple supports. Determine the equal point loads value that rectangular beam can support at the one-third points. Need help

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