2023-April CELE PSAD (Sit 20)

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[@EngrDeLaCruz]

Correction, for zero eccentricity, final answer is Po = 14,496 kN

[@AlsidSamilin]

Sir sa number na 1 question bat po along y ginamit diba po sinabi nya sa Question is parallel to the y axis..

[@crypt9407]

sir what if may given na allowable shear stress ng concrete ano gagamitin pag compute ng Vc

[@user-lx5zc6fw7c]

sir yung part 2 for Vs checking ...hehehe

[@Jessie.Rosales_1931]

Yong final answer ba sa q 3 po Sir. Bakit po nag times pa sa .8 na Zero eccentricity po. Salamat po Sir.

[@EngrDeLaCruz]

Hello, Po lang dapat ang final answer dito, for zero eccentricity

[@CivilEngr555]

Sa actual exam sir, di lumalabas kapag nag multiply ng 0.80

[@EngrDeLaCruz]

Ah, ganon po ba? So ang nasa choices nya is yung without 0.80? Per NSCP, may multiplier tayo for accidental eccentricities because columns are not purely axially loaded, pero based sa last statement sa problem for e = 0. Kaya siguro tinanggal ang mulitpier na 0.80.

[@CivilEngr555]

@@EngrDeLaCruz yan din naisip ko kaya tinanggal ko na lang yung 0.8 hahaha