Page 165 - Dasar Perencanaan Struktur beton bertulang OK 1_Neat

2
A = 7D25 = 7 x 1/4x3,14 x 25 = 3434 mm 2
stotal
A s.  4. 1 . .25 2  1963 mm 2
lapis1 4

d  h p  Diametertul
lapis1 sengkang 2
d  600-40-10- 25 = 537,5 mm
lapis1 2
2

A s.  3. 1 . .25  1472 mm 2
lapis2 4

d  h p  diameter tulangan - 25 - Diametertul
lapis2 sengkang 2
d  600-40-10-25-25- 25 = 487,5 mm
lapis2 2
 As .d   As .d 


d  lapis1 lapis1 lapis2 lapis2 516,1 mm
As total

3. Menghitung gaya geser rencana, Vu

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