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Lx

Ly

h min = l/20 (0.4+fy/700)

= 0.1114285714 M

1 Perhitungan ean2 yang ter!a"i

#u = 1.2 #" + 1.$ #1

#" a%iat erat &en"iri = 0.24 t/m2

ean hi"u' = 0.15 t/m2

#u = 0.528

2 Perhitungan mmen2 yang ter!a"i

'a"a la'angan

Mu == 0.54

'a"a tum'uan (mem'erhitung%an !e'it ta% ter"uga)

Mu =

= 0.18

* Perhitungan tulangan

teal 'elat = 100 mm

&elimut etn = 20 mm

"iameter tulangan = 8 mmtinggi ee%tif = 7$.00 mm

f, = 1.125

-1 = 0.85

fy = 240.00

= 0.85 -1 f, $0

fy $00 +

= 0.041124442

1/8 #u L2

1/24 #u L2

ren,ana%an mengguna%an tulangan 8 "engan &elimut etn 20

untu% f,

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max = 0.75

= 0.0*084***15

min = 0.0025 erla%u un

tulangan 'a"a la'angan

Mu = 0.54 tm

= 540000 mmMn =

7425000

3n =

= 0.85$4458

m = fy

0.85 f,

= 14.7$*552478

= 1/m 1 1 2 m 3nfy

= 0.00*$702481

max "i'erlu%an

min

"i'a%ai = 0.00*$702481

6& 'erlu = .."

= 418.40828*20* mm2

"i'erlu%an tulangan = 8 150

200.$

Mu/

Mn/"2

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Ly = *.00 M

Lx = 1.50 M

teal = 0.10 M

Ly/Lx = 2

fy = 240.00 M'a

f, = 225.00 1.125 M'a

0

fy

mm

*0 M'a

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u% 'elat

tulangan tunggal