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Desain Kolom Segiempat Dengan Tulangan 2 Sisi
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Desain Kolom Segiempat Dengan Tulangan 2 Sisi
hubungan tekan dan lentur pada kolomDeskripsi lengkap...
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Desain Kolom Segiempat dengan Tulangan 2 Sisi
(10308073) (10308071) (10308077)
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Dalam mendesain kolom segiempat denga
S t e p 1
1. Pembebanan (Pu dan Mu)
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• Setelah itu menentukan nilai eksentrisitas e=Mu/Pu
S t e p 2
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Asumsikan nilai b, d, h, d’, p dan jenis tulanga melintang
S t e p 3
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• Menentukan Nilai Cb, ab dan, f’s C
S t e p 4
600 b
600
ab
f'
E
E
cb
fy
(d)
1
0,003 c(b d ')
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• Menentukan nilai Mnb, Pnb, dan eb Mnb 0,85 f c ' b a b (
h ab 2
) A's 2
h f 's ( d') As 2
's Pnb 0,85 f c' a b( A b S t e p 5
eb
M
nb
P nb
'sf) (As
h fy ( d ) 2
fy)
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• Membadingkan Harga e dengan eb
e
e
b
atau e
e
b
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e
e
b
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e Jika Maka
eb '
f sb
fy As bd
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Pn
e' e' 2 0,85f c' bd (1 ) [ (1 ) d d
d' 2m (1 )] d
Setelah nilai Pn diketahui, bandingkan harga f’s yang dimiliki terhadap fy a
p
0,85
n
f
'c b
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Dengan demikian kolom akan mengalami hancur dengan diawali beton di daerah tek atau tekan menentukan
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sengkang ditentukan nilai terkecil dari ketentuan c. Dimensi terkecil kolom = 400mm ketentuan berikutbatang ini, Maka digunakan tulangan sengkang D10
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