sir good morning,, ask ko lang po if ang member is loaded with uniform traverse LOad need pa po ba kunin ang secondary moment sir? or pwede na directa nag moment ng UDL transverse load po sir sa pagkuha sa Qux,, maraming salamat po sana mapansin po nnyo.
CORRECTION at 18:45, the calculated Lr SHOULD BE 9426mm and NOT 14787mm, but still the beam-column fall under partially supported beam since 𝑳𝒑
ano po ba value ng ho nyu?
Dr , why we chosed 8/9 exactly ? Not any other number
Question lang po, paano ma determine ang possible uniform live load to be added if safe or adequate ang section?
i mean pagkuha po sa bending along x-axis po. (Mntx)
sir good morning,, ask ko lang po if ang member is loaded with uniform traverse LOad need pa po ba kunin ang secondary moment sir? or pwede na directa nag moment ng UDL transverse load po sir sa pagkuha sa Qux,, maraming salamat po sana mapansin po nnyo.
need mo kunin kasi mag cause yan ng secondary loadings on the beam column gagamitn mo jan yung amplification Factor method
bakit po 1.32 ang value ng cb
it is indicated in nscp
It is a factor in which the loading is concentrated load acting on the midspan tapos it is a simply supported beam therefore the Cb = 1.32