2023-April CELE PSAD (Sit 20)
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Пікірлер: 9
Correction, for zero eccentricity, final answer is Po = 14,496 kN
Sir sa number na 1 question bat po along y ginamit diba po sinabi nya sa Question is parallel to the y axis..
sir what if may given na allowable shear stress ng concrete ano gagamitin pag compute ng Vc
sir yung part 2 for Vs checking ...hehehe
Yong final answer ba sa q 3 po Sir. Bakit po nag times pa sa .8 na Zero eccentricity po. Salamat po Sir.
@EngrDeLaCruz
9 ай бұрын
Hello, Po lang dapat ang final answer dito, for zero eccentricity
Sa actual exam sir, di lumalabas kapag nag multiply ng 0.80
@EngrDeLaCruz
10 ай бұрын
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
10 ай бұрын
@@EngrDeLaCruz yan din naisip ko kaya tinanggal ko na lang yung 0.8 hahaha