Construction Estimates: Formworks Part 4 (Beam and Slab formworks)

Reference for this video lecture:
Max B. Fajardo, M.B. (2000), Simplified Construction Estimate, 3rd ed.

[@fatimalascano8938]

Hello po Engr! Ask ko lang po bakit po 12.71 pa din po yung ginagamit for brace po hindi po ba for column lang po iyon and iba na po yung value na ginagamit for beam and girder (32.0) based po sa Table 5-4 ni Fajardo? or we can still apply parin po yung 12.71 sa beam and slab po? Salamat poo.

[@mohammadfarhanjaafar3689]

sir ask ko lang sa beam yung (0.3 + 0.05 x2) dibs sir i multiply pa po sya sa 2 ulit dahil meron pa sa kabilang side?

[@LurebeMaePaña-y2x]

how about the nails? may multiplier din po ba?

[@desididomohabal8142]

Ano po ba situational problem nito?