Absolutely, you're spot on! According to British Standard BS 5950, the deflection under imposed loads for certain applications should not exceed L/360 mm. This is especially crucial for materials like plaster that can crack easily under too much deflection. Thanks for your insightful comment,& I'm thrilled to hear the videos are helping you! Stay tuned for more engineering insights. 👍
awesome video, does using the l/d eff formular contradict or complement this procedure
in some place the length is equation is calculated L^4 instead of L^3, do you know why?
Hi i have the same question is L^3 or L^4 ?? in the other video is L^ 4. Thanks in advance.
Thanks for videos, it helps a lot. Deflection under the imposed load should not exceed L/360 mm right?
Absolutely, you're spot on! According to British Standard BS 5950, the deflection under imposed loads for certain applications should not exceed L/360 mm. This is especially crucial for materials like plaster that can crack easily under too much deflection. Thanks for your insightful comment,& I'm thrilled to hear the videos are helping you! Stay tuned for more engineering insights. 👍
shouldn't the uniform load formula use Span^4? Not Span^3?
Thanks for the video Can I get reference for span/500 ?
For first look, I use L/180 to get a factor of safety