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TAKABEYA GEMPA 0002
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PERHITUNGAN KEKAKUAN
KI-J= KK-L = KE-F = KA-B = KG-H= KC-D= I balok/ L = 0.0044/4.2
KJ-K = KF-G= KB-C= I balok/ L = 0.0044/3.5
K I-II = K III-IV= I kolom / L = 0.002143/4.2
KII-III = I kolom / L = 0.002143/3.5
KI - E = KJ-F = KK-G = KL-H = I kolom / L = 0.002143/3.8
KE-A= KF-B = KG-C = KH-D= I kolom / L = 0.002143/3.5
KA-I = KB-II = KC-II = KD-IV= I kolom / L = 0.002143/3.2
dengan mengambil harga ko = 0.001 m³ , k/ko = K
KI-J= KK-L = KE-F = KA-B = KG-H= KC-D =
1.15 4.2 3.5 4.2 1.15
3.8
3.5
3.2
A B C D D'
H'HGFEE'
A'
I' I J K L L'
I II III IV
KJ-K = KF-G= KB-C = 0.00125714 / 0.001
K I-II = K III-IV = 0.00051024 /0.001
KII-III = 0.00061229 /0.001
KI - E = KJ-F = KK-G = KL-H = 0.0005639474
KE-A= KF-B = KG-C = KH-D = 0.0006122857
KA-I = KB-II = KC-II = KD-IV = 0.0006696875
perhitungan momen primerMI'-I = 1/12 q l² + p l =MI-I' = -17.3446785417 knm
ME-E' = MA-A' = 1/12 q l² + p lME'-E = MA'-A = -18.965292 knm
MI-J = MK-L = 1/12 q l² MJ-I = ML-K = -15.591477 knm
ME-F = MG-H = MA-B = MC-D = 1/12 q l² MF-E = MH-G = MB-A = MD-C = -33.52739
MJ-K = 1/12 q l² = 8.0738851667MK-J = -8.0738851667 knm
MF-G = MB-C = 1/12 q l² =MG-F = MC-B = -16.240552 knm
ML-L' = 1/12 q l² + p l = 17.344678542ML'-L = -17.3446785417 knm
MH-H' = MD-D' = 1/12 q l² + p l
perhitungan tiik kumpul
AԎ = MA-A' + MA-B = 52.4927
BԎ = MB-A+ MB-C = -17.2868 CԎ = MC-B + MC-D = 17.2868 DԎ = MD-C+ M D-D = -16.1422 EԎ = ME-E' + ME-F = 52.4927 FԎ = MF-E + MF-G = -17.2868 GԎ = MG - F + MG-H = 17.2868 HԎ = MH-G + MH -H' = -16.1422 IԎ = MI-I' + MI-J = -1.7532 JԎ = MJ-I + MJ - K = -7.5176 KԎ = MK-J + MK-L = 7.5176 LԎ = ML-K + ML-L' = 1.7532
perhitungan γ, , mǷ
IǷ = 2 ( KI-J + KI-E)I = LǷ Ƿ = 3.2231328321JǷ = 2 ( KJ-I + KJ-K + KJ-F)J= KǷ Ƿ = 5.7374185464FǷ = 2 ( KF-E + KF-J +KF-B + KF-G)F= GǷ Ƿ = 6.9619899749AǷ = 2 ( KA-I + KA-E + KA-B)A= DǷ Ƿ = 4.6591845238BǷ = 2 ( KB-A + KB-F + KB-C + KB-II)B= CǷ Ƿ = 7.1734702381EǷ = 2 ( KE-I + KE-F + KE-A)E= HǷ Ƿ = 4.4477042607
γ i-j = ki-j/ IǷ = 0.3250312979γ j-k = kj-k/ jǷ = 0.2191129769γ k-l = kk-l/ kǷ = 0.1825941474γ e-f = ke-f/ eǷ = 0.2355415257γ f-g = kf-g/ fǷ = 0.1805723452γ g-h = kg-h/ gǷ = 0.1504769543γ a-b = ka-b/ aǷ = 0.2248503021γ b-c = kb-c/ bǷ = 0.1752489124γ c-d = kc-d/ cǷ = 0.1460407603γ i-e = ki-e/ iǷ = 0.1749687021γ j-f = kj-f/ jǷ = 0.0982928758γ k-g = kk-g/ kǷ = 0.0982928758γ l-h = kl-h/ iǷ = 0.1749687021γ e-a = kg-h/ eǷ = 0.1504769543
γ f-b = kf-b/ fǷ = 0.08794694γ g-c = kg-c/ gǷ = 0.08794694γ h-d = kh-d/ hǷ = 0.0001376633
m˚A = A/ AԎ Ƿ = 11.266494916m˚B = B/ BԎ Ƿ = -2.409828752m˚C = C/ CԎ Ƿ = 2.4098287523m˚D = D/ DԎ Ƿ = -3.464587285m˚E = E/ EԎ Ƿ = 11.802196296m˚F = F/ FԎ Ƿ = -2.483030699m˚G = G/ GԎ Ƿ = 2.4830306989
= 0.00104762 M³
= 0.00125714 M³
= 0.00051024 M³
0.00061229 M³
= 0.00056395 M³
= 0.00061229 M³
= 0.00066969 M³
0.00104762 /0.001 = 1.04761905 M³
= 1.25714286 M³
= 0.5102381 M³
= 0.61228571 M³
/0.001 = 0.56394737 M³
/0.001 = 0.61228571 M³
/0.001 = 0.6696875 M³
17.3446785 knm
= 18.9652921 knm
= 15.5914769 knm
= 33.5273867 knmknm
knm
16.2405518 knm
knm
= 17.3852352 knm
= 3.22313283
= 5.73741855
= 6.96198997
= 4.65918452
= 7.17347024
= 4.44770426
γ j-i = kj-i/ jǷ = 0.18259415γ k-j = kk-j/ kǷ = 0.21911298γ l-k = kl-k/ lǷ = 0.3250313γ f-e = kf-e/ fǷ = 0.15047695γ g-f = kg-f/ gǷ = 0.18057235γ h-g = kh-g/ hǷ = 0.23554153γ b-a = kb-a/ bǷ = 0.14604076γ c-b = kc-b/ cǷ = 0.17524891γ d-c = kd-c/ dǷ = 0.2248503γ e-i = ke-i/ eǷ = 0.12679516γ f-j = kf-j/ fǷ = 0.08100376γ g-k = kg-k/ gǷ = 0.08100376γ h-i = kh-i/ hǷ = 0.12679516γ a-e = ka-e/ aǷ = 0.2248503
γ b-f = kb-f/ bǷ = 0.08535419γ c-g = kc-g/ cǷ = 0.08535419γ d-h = kd-g/ dǷ = 0.00013141
m˚H H/ HԎ Ƿ = -3.6293221m˚I I/ IԎ Ƿ = -2.3323866m˚J J/ JԎ Ƿ = -1.3102742m˚K K/ KԎ Ƿ = 1.31027425m˚L L/ LԎ Ƿ = 0.54394333
PERHITUNGAN GAYA GESER DASAR HORIZONTAL TOTAL GEMPA DAN DISTRIBUSINYA KE SEPANJANG TINGGI
A . Berat beban total atap
beban matiplat = 14.2 x 14.2 x 0.1 x 24balok = ukuran balok = 30 x 45
maka h = 45 - 10 = 35 cm= ( 4 x 14.2 ) + (4 x 14.2 ) x 0.3 x 0.35 x 24
kolom = 16 x 1.75 x 0.45 x 0.45 x 24dinding = (4.2+3.5+4.2) x (4x2)= 95.2
= 95.2 x 1.75 x 3.5= 14.2 x 14.2 x 0.31
genangan air hujan = 14.2 x 14.2 x 0.4plafon = 14.2 x 14.2 x 0.115asumsi tangga =
baban hidup wl atap = 1koefisien reduksi = 0.6maka wh = 0.6 x (14.2 x 14.2 ) x 1 120.984
beban total atap( w3 ) = wm + wh = 1730.389
B . Berat beban lantai 2 ( w2)
Beban matiplat = 14.2 x 14.2 x 0.1 x 24balok = ukuran balok = 30 x 45
maka h = 45 - 10 = 35 cm= ( 4 x 14.2 ) + (4 x 14.2 ) x 0.3 x 0.35 x 24
kolom = 16 x 3.625 x 0.45 x 0.45 x 24dinding = (4.2+3.5+4.2) x (4x2)= 95.2
= 95.2 x 13.625 x 3.5= 14.2 x 14.2 x 0.21
genangan air hujan = 14.2 x 14.2 x 0.4plafon = 14.2 x 14.2 x 0.115spesie = 14.2 x 14.2 x 0.21tegel = 14.2 x 14.2 x 0.24asumsi tangga =
beban hidupwl atap = 2.5koefisien reduksi = 0.6maka wh = 0.6 x (14.2 x 14.2 ) x 2.5 302.46
kn/m²
kn/m²
beban total atap( w2 ) = wm + wh = 2148.239
C. Berat beban lantai 1 ( w1 )
Beban matiplat = 14.2 x 14.2 x 0.1 x 24balok = ukuran balok = 30 x 45
maka h = 45 - 10 = 35 cm= ( 4 x 14.2 ) + (4 x 14.2 ) x 0.3 x 0.35 x 24
kolom = 16 x 3.625 x 0.45 x 0.45 x 24dinding = (4.2+3.5+4.2) x (4x2)= 95.2
= 95.2 x 13.625 x 3.5= 14.2 x 14.2 x 0.21
genangan air hujan = 14.2 x 14.2 x 0.4plafon = 14.2 x 14.2 x 0.115spesie = 14.2 x 14.2 x 0.21tegel = 14.2 x 14.2 x 0.24asumsi tangga =
beban hidupwl atap = 2.5koefisien reduksi = 0.6maka wh = 0.6 x (14.2 x 14.2 ) x 2.5 302.46
beban total atap( w1 ) = wm + wh = 2168.239
D. BERAT BEBAN TOTALWT = W1 + W2 + W3
= 6046.867 KN
E . Waktu getar bangunan ( T)Tx = Ty = 0.386 detjenis tanah keras dengan periode ulang 20 taun maka di perolehc1 = 0.05c2 = 0.04c3 = 0.04
F. Gya gempa ( E) untuk satu portal
21.6298621.4823921.68239
kn/m²
PERHITUNGAN GAYA GESER DASAR HORIZONTAL TOTAL GEMPA DAN DISTRIBUSINYA KE SEPANJANG TINGGI
= 483.936 kn
= 199.936 kn= 136.08 kn
= 583.1 kn= 62.5084 kn= 80.656 kn= 23.1886 kn= 40 knwm = 1609.405 kn
kn
kn
= 483.936 kn
= 199.936 kn= 281.88 kn
= 583.1 kn= 42.3444 kn= 80.656 kn= 23.1886 kn= 42.3444 kn= 48.3936 kn= 60 knwm = 1845.779 kn
kn
kn
= 483.936 kn
= 199.936 kn= 281.88 kn
= 583.1 kn= 42.3444 kn= 80.656 kn= 23.1886 kn= 42.3444 kn= 48.3936 kn= 80 knwm = 1865.779 kn
kn
kn
TABEL MOMEN LAPANGAN BALOK
BentangML MR L
(KNm) (KNm) (m)
A-B -3.1677 4.8630 3.10
B-C 7.0774 -7.0774 3.50
C-D 4.8630 -3.1677 3.10
E-F -2.8068 5.8053 3.10
F-G 8.3743 -8.3743 3.50
G-H 5.8053 -2.8068 3.10
I-J 9.5130 2.4368 3.10
J-K 2.9550 -2.9550 3.50
K-L 2.4368 9.5130 3.10
TABEL MOMEN TUMPUAN
M (A"-A) M (B"-B)
-0.8118 -0.6958
TABEL GAYA LINTANG BALOK
PORTAL TENGAH ( BEBAN GEMPA )
Bentang ML MR L
(KNm) (KNm) (m)
A-B -3.1677 4.8630 3.10
B-C 7.0774 7.0774 3.50
C-D 4.8630 -3.1677 3.10
E-F -2.8068 5.8053 3.10
F-G 8.3743 8.3743 3.50
G-H 5.8053 -2.8068 3.10
I-J 9.5130 2.4368 3.10
J-K 2.9550 2.9550 3.50
K-L 2.4368 9.5130 3.10
TABEL MOMEN LAPANGAN BALOK
Beban (q) RL
(KN/m) (KN) (m) (KNm)
0 -2.5906 0 0
0 4.0442 0 0
0 2.5906 0 0
0 -2.7781 0 0
0 4.7853 0 0
0 2.7781 0 0
0 2.2826 0 0
0 1.6886 0 0
0 -2.2826 0 0
TABEL MOMEN TUMPUAN
M (C"-C) M (D"-D)
-0.6958 -0.8118
TABEL GAYA LINTANG BALOK
Beban (q) DL=qL/2+ML/L+MR/L DR=qL/2-ML/L-MR/L
(KN/m) (KN) (KN)
0 0.5469 -0.5469
0 4.0442 -4.0442
0 0.5469 -0.5469
0 0.9672 -0.9672
0 4.7853 -4.7853
0 0.9672 -0.9672
0 3.8548 -3.8548
0 1.6886 -1.6886
0 3.8548 -3.8548
Xmax Mmax
TABEL MOMEN LAPANGAN BALOK
(KNm)
-4.8630
7.0774
3.1677
-5.8053
8.3743
2.8068
-2.4368
2.9550
-9.5130
TABEL GAYA LINTANG BALOK
DR=qL/2-ML/L-MR/L
(KN)
-0.5469
-4.0442
-0.5469
-0.9672
-4.7853
-0.9672
-3.8548
-1.6886
-3.8548
Mlap
mI(0) = 0.000 mJ(0) =m1(1) = 6.344 mI(1) = -1.465 mJ(1) =m1(2) = -4.698 mI(2) = 1.493 mJ(2) =m1(3) = 4.101 mI(3) = -0.966 mJ(3) =m1(4) = -2.576 mI(4) = 0.897 mJ(4) =m1(5) = 2.431 mI(5) = -0.496 mJ(5) =m1(6) = -1.314 mI(6) = 0.545 mJ(6) =m1(7) = 1.485 mI(7) = -0.233 mJ(7) =m1(8) = -0.607 mI(8) = 0.348 mJ(8) =m1(9) = 0.957 mI(9) = -0.086 mJ(9) =m1(10) = -0.212 mI(10) = 0.239 mJ(10) =m1(11) = 0.662 mI(11) = -0.004 mJ(11) =m1(12) = 0.009 mI(12) = 0.177 mJ(12) =m1(13) = 0.497 mI(13) = 0.042 mJ(13) =m1(14) = 0.132 mI(14) = 0.143 mJ(14) =m1(15) = 0.405 mI(15) = 0.067 mJ(15) =m1(16) = 0.201 mI(16) = 0.124 mJ(16) =m1(17) = 0.353 mI(17) = 0.082 mJ(17) =m1(18) = 0.239 mI(18) = 0.113 mJ(18) =m1(19) = 0.324 mI(19) = 0.090 mJ(19) =m1(20) = 0.261 mI(20) = 0.107 mJ(20) =m1(21) = 0.308 mI(21) = 0.094 mJ(21) =m1(22) = 0.273 mI(22) = 0.104 mJ(22) =m1(23) = 0.299 mI(23) = 0.097 mJ(23) =m1(24) = 0.279 mI(24) = 0.102 mJ(24) =m1(25) = 0.294 mI(25) = 0.098 mJ(25) =m1(26) = 0.283 mI(26) = 0.101 mJ(26) =m1(27) = 0.291 mI(27) = 0.099 mJ(27) =m1(28) = 0.285 mI(28) = 0.100 mJ(28) =m1(29) = 0.290 mI(29) = 0.099 mJ(29) =m1(30) = 0.286 mI(30) = 0.100 mJ(30) =m1(31) = 0.289 mI(31) = 0.099 mJ(31) =m1(32) = 0.287 mI(32) = 0.100 mJ(32) =m1(33) = 0.288 mI(33) = 0.100 mJ(33) =m1(34) = 0.287 mI(34) = 0.100 mJ(34) =m1(35) = 0.288 mI(35) = 0.100 mJ(35) =m1(36) = 0.288 mI(36) = 0.100 mJ(36) =m1(37) = 0.288 mI(37) = 0.100 mJ(37) =m1(38) = 0.288 mI(38) = 0.100 mJ(38) =m1(39) = 0.288 mI(39) = 0.100 mJ(39) =m1(40) = 0.288 mI(40) = 0.100 mJ(40) =m1(41) = 0.288 mI(41) = 0.100 mJ(41) =m1(42) = 0.288 mI(42) = 0.100 mJ(42) =
JI 0.1660.15
2
0 . 2 4 5
0.298
-0.375
-0.375
0.168
0.191
m1(43) = 0.288 mI(43) = 0.100 mJ(43) =
mE(0) 0.000 mF(0) =mII(1) = -2.440 mE(1) = -3.620 mF(1) =mII(2) = -8.911 mE(2) = 0.352 mF(2) =mII(3) = -4.165 mE(3) = -2.948 mF(3) =mII(4) = -7.697 mE(4) = -0.407 mF(4) =mII(5) = -5.059 mE(5) = -2.320 mF(5) =mII(6) = -7.031 mE(6) = -0.888 mF(6) =mII(7) = -5.557 mE(7) = -1.959 mF(7) =mII(8) = -6.658 mE(8) = -1.158 mF(8) =mII(9) = -5.835 mE(9) = -1.757 mF(9) =mII(10) = -6.450 mE(10) = -1.309 mF(10) =mII(11) = -5.990 mE(11) = -1.644 mF(11) =mII(12) = -6.334 mE(12) = -1.394 mF(12) =mII(13) = -6.077 mE(13) = -1.581 mF(13) =mII(14) = -6.269 mE(14) = -1.441 mF(14) =mII(15) = -6.126 mE(15) = -1.545 mF(15) =mII(16) = -6.233 mE(16) = -1.467 mF(16) =mII(17) = -6.153 mE(17) = -1.526 mF(17) =mII(18) = -6.213 mE(18) = -1.482 mF(18) =mII(19) = -6.168 mE(19) = -1.515 mF(19) =mII(20) = -6.201 mE(20) = -1.490 mF(20) =mII(21) = -6.176 mE(21) = -1.509 mF(21) =mII(22) = -6.195 mE(22) = -1.495 mF(22) =mII(23) = -6.181 mE(23) = -1.505 mF(23) =mII(24) = -6.192 mE(24) = -1.497 mF(24) =mII(25) = -6.184 mE(25) = -1.503 mF(25) =mII(26) = -6.190 mE(26) = -1.499 mF(26) =mII(27) = -6.185 mE(27) = -1.502 mF(27) =mII(28) = -6.189 mE(28) = -1.500 mF(28) =mII(29) = -6.186 mE(29) = -1.501 mF(29) =mII(30) = -6.188 mE(30) = -1.500 mF(30) =mII(31) = -6.187 mE(31) = -1.501 mF(31) =mII(32) = -6.188 mE(32) = -1.500 mF(32) =mII(33) = -6.187 mE(33) = -1.501 mF(33) =mII(34) = -6.187 mE(34) = -1.501 mF(34) =mII(35) = -6.187 mE(35) = -1.501 mF(35) =mII(36) = -6.187 mE(36) = -1.501 mF(36) =mII(37) = -6.187 mE(37) = -1.501 mF(37) =mII(38) = -6.187 mE(38) = -1.501 mF(38) =mII(39) = -6.187 mE(39) = -1.501 mF(39) =mII(40) = -6.187 mE(40) = -1.501 mF(40) =mII(41) = -6.187 mE(41) = -1.501 mF(41) =
FE 0.102 0.105
-0.375
-0.375
0.168
0.191
0.192
0,164
0.157
mII(42) = -6.187 mE(42) = -1.501 mF(42) =mII(43) = -6.187 mE(43) = -1.501 mF(43) =
mA(0) = 0.000 mB(0) =mIII(1) = -13.745 mA(1) = -2.236 mB(1) =mIII(2) = -16.080 mA(2) = -0.794 mB(2) =mIII(3) = -14.483 mA(3) = -1.768 mB(3) =mIII(4) = -15.663 mA(4) = -1.043 mB(4) =mIII(5) = -14.783 mA(5) = -1.585 mB(5) =mIII(6) = -15.441 mA(6) = -1.180 mB(6) =mIII(7) = -14.949 mA(7) = -1.482 mB(7) =mIII(8) = -15.317 mA(8) = -1.256 mB(8) =mIII(9) = -15.042 mA(9) = -1.425 mB(9) =mIII(10) = -15.247 mA(10) = -1.299 mB(10) =mIII(11) = -15.094 mA(11) = -1.393 mB(11) =mIII(12) = -15.209 mA(12) = -1.323 mB(12) =mIII(13) = -15.123 mA(13) = -1.376 mB(13) =mIII(14) = -15.187 mA(14) = -1.336 mB(14) =mIII(15) = -15.139 mA(15) = -1.366 mB(15) =mIII(16) = -15.175 mA(16) = -1.344 mB(16) =mIII(17) = -15.148 mA(17) = -1.360 mB(17) =mIII(18) = -15.168 mA(18) = -1.348 mB(18) =mIII(19) = -15.153 mA(19) = -1.357 mB(19) =mIII(20) = -15.164 mA(20) = -1.350 mB(20) =mIII(21) = -15.156 mA(21) = -1.355 mB(21) =mIII(22) = -15.162 mA(22) = -1.351 mB(22) =mIII(23) = -15.158 mA(23) = -1.354 mB(23) =mIII(24) = -15.161 mA(24) = -1.352 mB(24) =mIII(25) = -15.158 mA(25) = -1.354 mB(25) =mIII(26) = -15.160 mA(26) = -1.352 mB(26) =mIII(27) = -15.159 mA(27) = -1.353 mB(27) =mIII(28) = -15.160 mA(28) = -1.353 mB(28) =mIII(29) = -15.159 mA(29) = -1.353 mB(29) =mIII(30) = -15.160 mA(30) = -1.353 mB(30) =mIII(31) = -15.159 mA(31) = -1.353 mB(31) =mIII(32) = -15.160 mA(32) = -1.353 mB(32) =mIII(33) = -15.159 mA(33) = -1.353 mB(33) =mIII(34) = -15.160 mA(34) = -1.353 mB(34) =mIII(35) = -15.159 mA(35) = -1.353 mB(35) =mIII(36) = -15.160 mA(36) = -1.353 mB(36) =mIII(37) = -15.159 mA(37) = -1.353 mB(37) =mIII(38) = -15.160 mA(38) = -1.353 mB(38) =mIII(39) = -15.160 mA(39) = -1.353 mB(39) =
BA 0.108 0,085
-0.375
-0.375
0,164
0.135
0.175
0.188
mIII(40) = -15.160 mA(40) = -1.353 mB(40) =mIII(41) = -15.160 mA(41) = -1.353 mB(41) =mIII(42) = -15.160 mA(42) = -1.353 mB(42) =mIII(43) = -15.160 mA(43) = -1.353 mB(4) =
0.000-1.4311.706
-1.2391.091
-0.6740.649
-0.3400.399
-0.1530.260
-0.0490.1820.0090.1380.0420.1140.0600.1000.0700.0930.0760.0880.0790.0860.0810.0850.0820.0840.0820.0840.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.083
0.083
0.000-4.423-2.880-3.779-3.184-3.615-3.295-3.534-3.356-3.489-3.389-3.464-3.408-3.450-3.418-3.442-3.424-3.437-3.428-3.435-3.429-3.434-3.431-3.433-3.431-3.432-3.431-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432-3.432
-3.432-3.432
0.000-2.162-0.491-1.647-0.798-1.430-0.958-1.311-1.047-1.244-1.097-1.207-1.124-1.186-1.140-1.174-1.149-1.168-1.154-1.164-1.156-1.162-1.158-1.161-1.159-1.160-1.159-1.160-1.159-1.160-1.159-1.160-1.160-1.160-1.160-1.160-1.160-1.160-1.160-1.160
-1.160-1.160-1.160-1.160
PERHITUNGAN DESAIN MOMEN
TITIK KUMPUL A
MA-B = KA-B ( 2 MA9 + MB9) + MA-B
= 0.510 X ( 2 X
MA-E = 0.980 X ( 2 X
MA-A' = 0.000 X ( 2 X
MA-1 = 0.910 X ( 2 X
KOREKSI
MA-B = -1.971 -
MA-E = 10.063 -
MA-A' = 0.000 -
MA-1 = -2.462 -
TITIK KUMPUL B
MB-A = 0.510 X ( 2 X
MB-C = 0.650 X ( 2 X
MB-F = 0.980 X ( 2 X
MB-2 = 0.910 X ( 2 X
KOREKSI 1
MB-A = -1.873 -
MB-C = -1.508 -
MB-F = -34.792 -
MB-2 = -2.111 -
KOREKSI 2
MB-A = -3.593 -
MB-C = -3.700 -
MB-F = -38.097 -
MB-2 = -5.179 -
KOREKSI 3
MB-A = 4.863 -
MB-C = 7.077 -
MB-F = -21.849 -
MB-2 = 9.908 -
KOREKSI 4
MB-A = 4.863 -
MB-C = 7.077 -
MB-F = -21.849 -
MB-2 = 9.908 -
KOREKSI 5
MB-A = 4.863 -
MB-C = 7.077 -
MB-F = -21.849 -
MB-2 = 9.908 -
KOREKSI 6
MB-A = 4.863 -
MB-C = 7.077 -
MB-F = -21.849 -
MB-2 = 9.908 -
KOREKSI 7
MB-A = 4.863 -
MB-C = 7.077 -MB-F = -21.849 -
MB-2 = 9.908 -
KOREKSI 8
MB-A = 4.863 -
MB-C = 7.077 -
MB-F = -21.849 -
MB-2 = 9.908 -
KOREKSI 9
MB-A = 4.863 -
MB-C = 7.077 -
MB-F = -21.849 -
MB-2 = 9.908 -
TITIK KUMPUL F
MF-B = 0.980 X ( 2 X
MF-E = 0.510 X ( 2 X
MF-J = 1.050 X ( 2 X
MF-G = 0.650 X ( 2 X
KOREKSI 1
MF-B = -17.991 -
MF-E = -4.266 -
MF-J = -36.276 -
MF-G = -4.461 -
KOREKSI 2
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 3
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 4
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 5
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 4
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 6
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 7
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 8MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 9
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 10
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
KOREKSI 11
MF-B = 1.361 -
MF-E = 5.805 -
MF-J = -15.541 -
MF-G = 8.374 -
TITIK KUMPUL E
ME-A = 0.980 X ( 2 X
ME-F = 0.510 X ( 2 X
ME-I = 1.050 X ( 2 X
ME-E = 0.000 X ( 2 X
KOREKSI IME-A = -4.250 -
ME-F = -4.981 -
ME-I = -3.130 -ME-E = 0.000 -
KOREKSI 2ME-A = -0.073 -ME-F = -2.807 -ME-I = 1.345 -ME-E = 0.000 -
KOREKSI 2ME-A = 0.446 -ME-F = -2.537 -ME-I = 1.901 -ME-E = 0.000 -
KOREKSI 2ME-A = 0.510 -ME-F = -2.503 -ME-I = 1.970 -ME-E = 0.000 -
KOREKSI 2ME-A = 0.518 -ME-F = -2.499 -ME-I = 1.978 -ME-E = 0.000 -
TITIK KUMPUL I
MI-J = 0.510 X ( 2 XMI-E = 1.050 X ( 2 X
MI-I' = 0.000 X ( 2 X
KOREKSI IMI-J = 0.012 -MI-E = -29.074 -MI-I' = 0.000 -
KOREKSI 2MI-J = 9.513 -MI-E = -9.513 -MI-I' = 0.000 -
KOREKSI 3MI-J = 9.513 -MI-E = -9.513 -MI-I' = 0.000 -
KOREKSI 4MI-J = 9.513 -MI-E = -9.513 -MI-I' = 0.000 -
KOREKSI 5MI-J = 9.513 -MI-E = -9.513 -MI-I' = 0.000 -
TITIK KUMPUL J
MJ-I = 0.510 X ( 2 XMJ-F = 1.050 X ( 2 XMJ-K = 0.650 X ( 2 X
KOREKSI 1MJ-I = 0.101 -MJ-F = -10.202 -MJ-K = -0.023 -
KOREKSI 2MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKSI 3MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKSI 4MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKSI 5MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKSI 6MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKSI 7MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKS 8MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
KOREKSI 9MJ-I = 2.437 -MJ-F = -5.392 -MJ-K = 2.955 -
MOMEN TUMPUAN
MI-A = KI-A X ( 2 X MI + MA9)+ MI-A
= 0.910 X ( 2 X
MII-B = KII-B X ( 2 X MII + MB9) + MII-B= 0.910 X ( 2 X
TITIK KUMPUL A
-1.353 + -1.160 ) + 0.000 = -1.971
-1.353 + -1.501 ) + 14.186 = 10.063
-1.353 + 0.000 ) + 0.000 = 0.000
-1.353 + 0.000 ) + 0.000 = -2.462
5.630
0.510 / 0.5 4.800 X 5.630 = -3.168
0.980 / 0.5 4.800 X 5.630 = 7.765
0.000 / 0.5 4.800 X 5.630 = 0.000
0.910 / 0.5 4.800 X 5.630 = -4.597
0.000
TITIK KUMPUL B
-1.160 + -1.353 ) + 0.000 = -1.873
-1.160 + 0.000 ) + 0.000 = -1.508
-1.160 + -3.432 ) + -29.156 = -34.792
-1.160 + 0.000 ) + 0.000 = -2.111
-40.283
0.510 / 0.5 6.100 X 10.286 = -3.593
0.650 / 0.5 6.100 X 10.286 = -3.700
0.980 / 0.5 6.100 X 10.286 = -38.097
0.910 / 0.5 6.100 X 10.286 = -5.179
-50.569
0.510 / 0.5 6.100 X -50.569 = 4.863
0.650 / 0.5 6.100 X -50.569 = 7.077
0.980 / 0.5 6.100 X -50.569 = -21.849
0.910 / 0.5 6.100 X -50.569 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.077
0.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.077
0.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.077
0.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.077
0.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.0770.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.077
0.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
0.510 / 0.5 6.100 X 0.000 = 4.863
0.650 / 0.5 6.100 X 0.000 = 7.077
0.980 / 0.5 6.100 X 0.000 = -21.849
0.910 / 0.5 6.100 X 0.000 = 9.908
0.000
TITIK KUMPUL F
-3.432 + -1.160 ) + -10.128 = -17.991
-3.432 + -1.501 ) + 0.000 = -4.266
-3.432 + 0.083 ) + -29.156 = -36.276
-3.432 + 0.000 ) + 0.000 = -4.461
-62.994
0.980 / 0.5 6.380 X -62.994 = 1.361
0.510 / 0.5 6.380 X -62.994 = 5.805
1.050 / 0.5 6.380 X -62.994 = -15.541
0.650 / 0.5 6.380 X -62.994 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
0.980 / 0.5 6.380 X 0.000 = 1.361
0.510 / 0.5 6.380 X 0.000 = 5.805
1.050 / 0.5 6.380 X 0.000 = -15.541
0.650 / 0.5 6.380 X 0.000 = 8.374
0.000
TITIK KUMPUL E
-1.501 + 0.045 ) + -1.353 = -4.250
-1.501 + -0.036 ) + -3.432 = -4.981
-1.501 + 0.020 ) + 0.000 = -3.130
-1.501 + 0.000 ) + 0.000 = 0.000
-12.361
0.980 / 0.5 5.800 X -12.361 = -0.073
0.510 / 0.5 5.800 X -12.361 = -2.807
1.050 / 0.5 5.800 X -12.361 = 1.3450.000 / 0.5 5.800 X -12.361 = 0.000
-1.534
0.980 / 0.5 5.800 X -1.534 = 0.4460.510 / 0.5 5.800 X -1.534 = -2.5371.050 / 0.5 5.800 X -1.534 = 1.9010.000 / 0.5 5.800 X -1.534 = 0.000
-0.190
0.980 / 0.5 5.800 X -0.190 = 0.5100.510 / 0.5 5.800 X -0.190 = -2.5031.050 / 0.5 5.800 X -0.190 = 1.9700.000 / 0.5 5.800 X -0.190 = 0.000
-0.024
0.980 / 0.5 5.800 X -0.024 = 0.5180.510 / 0.5 5.800 X -0.024 = -2.4991.050 / 0.5 5.800 X -0.024 = 1.9780.000 / 0.5 5.800 X -0.024 = 0.000
-0.003
0.980 / 0.5 5.800 X -0.003 = 0.5190.510 / 0.5 5.800 X -0.003 = -2.4991.050 / 0.5 5.800 X -0.003 = 1.9790.000 / 0.5 5.800 X -0.003 = 0.000
0.000
TITIK KUMPUL I
0.020 + -0.017 ) + 0.000 = 0.0120.020 + 0.037 ) + -29.156 = -29.074
0.020 + 0.000 ) + 0.000 = 0.000-29.063
0.510 / 0.5 3.120 X -29.063 = 9.5131.050 / 0.5 3.120 X -29.063 = -9.5130.000 / 0.5 3.120 X -29.063 = 0.000
0.000
0.510 / 0.5 3.120 X 0.000 = 9.5131.050 / 0.5 3.120 X 0.000 = -9.5130.000 / 0.5 3.120 X 0.000 = 0.000
0.000
0.510 / 0.5 3.120 X 0.000 = 9.5131.050 / 0.5 3.120 X 0.000 = -9.5130.000 / 0.5 3.120 X 0.000 = 0.000
0.000
0.861 / 0.5 3.120 X 0.000 = 9.5131.130 / 0.5 3.120 X 0.000 = -9.5130.000 / 0.5 3.120 X 0.000 = 0.000
0.000
0.861 / 0.5 3.120 X 0.000 = 9.5131.130 / 0.5 3.120 X 0.000 = -9.5130.000 / 0.5 3.120 X 0.000 = 0.000
0.000
TITIK KUMPUL J
-0.017 + 0.020 ) + 0.108 = 0.101-0.017 + -0.036 ) + -10.128 = -10.202-0.017 + 0.000 ) + 0.000 = -0.023
-10.124
0.510 / 0.5 4.420 X -10.124 = 2.4371.050 / 0.5 4.420 X -10.124 = -5.3920.650 / 0.5 4.420 X -10.124 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
0.510 / 0.5 4.420 X 0.000 = 2.4371.050 / 0.5 4.420 X 0.000 = -5.3920.650 / 0.5 4.420 X 0.000 = 2.955
0.000
MOMEN TUMPUAN
0.000 + 0.045 ) + 0.000 = 0.041
0.000 + -0.028 ) + 0.000 = -0.026
TABEL GAYA NORMAL
BentangN (ke kanan) N (ke kiri) N (ke atas)
(ton) (ton) (ton)
A-B 0.000 0.000 -
B-C -0.547 0.547 -
C-D -4.591 4.591 -
E-F -5.284 5.284 -
F-G -7.736 7.736 -
G-H -5.210 5.210 -
I-J -6.304 6.304 -
J-K -3.777 3.777 -
K-L -6.315 6.315 -
A-A' - - -5.369
B-B' - - -15.887
C-C' - - -15.887
D-D' - - -5.369
E-A - - -4.822
F-B - - -11.296
G-C - - -11.296
H-D - - -4.822
I-E - - -3.855
J-F - - -5.543
K-G - - -5.543
L-H - - -3.855
N ( I-J ) = D (I-E )N ( J-K ) = D (I-E )+ D(J-F)N ( K-L ) = N (J-K) + D (K-G)N ( J-I ) = N - (I-J)N ( K-J ) = N - (J-K) N ( I-E ) = D (I-I) + D(I-J)N ( E-A ) = N (I-E)+D (E-E') + D (E-F)N ( A-A' ) = N (E-A) +D (A-A') + D (A-B)
TABEL GAYA NORMAL
N (ke bawah)
(ton)
-
-
-
-
-
-
-
-
-
5.369
15.887
15.887
5.369
4.822
11.296
11.296
4.822
3.855
5.543
5.543
3.855
TABEL GAYA LINTANG KOLOM
PORTAL MEMANJANG AKIBAT BEBAN GEMPA
BentangML (Atas) MR (Bawah) L DL=qL/2+ML/L+MR/L DR=qL/2-ML/L-MR/L
(KNm) (KNm) (m) (KN) (KN)
A-I -4.5970 -4.5970 3.75 -2.4517 2.4517
B-II 9.9083 9.9083 3.75 5.2844 -5.2844
C-III 9.9083 9.9083 3.75 5.2844 -5.2844
D-IV -4.5970 -4.5970 3.75 -2.4517 2.4517
E-A 0.4458 7.7647 3.25 2.5263 -2.5263
F-B 1.3615 -21.8487 3.25 -6.3038 6.3038
G-C 1.3615 -21.8487 3.25 -6.3038 6.3038
H-D 0.4458 7.7647 3.25 2.5263 -2.5263
I-E -9.5130 1.9007 3.00 -2.5374 2.5374
J-F -5.3918 -15.5411 3.00 -6.9776 6.9776
K-G -5.3918 -15.5411 3.00 -6.9776 6.9776
L-H -9.5130 1.9007 3.00 -2.5374 2.5374
TABEL GAYA LINTANG BALOK OVERHANG
BentangML (Atas) MR (Bawah) L Beban DL=qL/2+ML/L+P DR=qL/2+MR/L+P
(KNm) (KNm) (m) q(KN/m) P(KN) (KN) (KN)A-A' - 0 1.2 0 0 - 0D-D' 0 - 1.2 0 0 0 -E-E' - 0 1.2 0 0 - 0H-H' 0 - 1.2 0 0 0 -I-I' - 0 1.2 0 0 - 0
L-L' 0 - 1.2 0 0 0 -
TABEL MOMEN AKHIR
Titik Nama m23 m24 m25 m26 m27 m28 m29 m30 m31 m32
Kumpul Batang
A
A-A'
-1.354 -1.352 -1.354 -1.352 -1.353 -1.353 -1.353 -1.353 -1.353 -1.353A-E
A-B
A-I
B
B-A
-1.161 -1.159 -1.160 -1.159 -1.160 -1.159 -1.160 -1.159 -1.160 -1.160B-F
B-C
B-II
E
E-E'
-1.505 -1.497 -1.503 -1.499 -1.502 -1.500 -1.501 -1.500 -1.501 -1.500E-I
E-F
E-A
F
F-E
-3.433 -3.431 -3.432 -3.431 -3.432 -3.432 -3.432 -3.432 -3.432 -3.432F-J
F-G
F-B
I
I-I'
0.097 0.102 0.098 0.101 0.099 0.100 0.099 0.100 0.099 0.100I-J
I-E
J
J-I
0.079 0.086 0.081 0.085 0.082 0.084 0.082 0.084 0.083 0.083J-K
J-F
Displacement I 0.299 0.279 0.294 0.283 0.291 0.285 0.290 0.286 0.289 0.287
Displacement II -6.181 -6.192 -6.184 -6.190 -6.185 -6.189 -6.186 -6.188 -6.187 -6.188
Displacement III -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16
TABEL MOMEN AKHIR
m33 m34 m35 m36 m37 m38 m39 m40 m41 m42Momen
Akhir
-1.353 -1.353 -1.353 -1.353 -1.353 -1.353 -1.353 -1.353 -1.353 -1.353
0.000
10.063
-1.971
-2.462
-1.160 -1.160 -1.160 -1.160 -1.160 -1.160 -1.160 -1.160 -1.160 -1.160
-1.873
-1.508
-34.792
-2.111
-1.501 -1.501 -1.501 -1.501 -1.501 -1.501 -1.501 -1.501 -1.501 -1.501
0.000
-3.130
-4.981
-4.250
-3.432 -3.432 -3.432 -3.432 -3.432 -3.432 -3.432 -3.432 -3.432 -3.432
-4.266
-36.276
-4.461
-17.991
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
0.000
0.012
-29.074
0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083
0.101
-0.023
-10.202
0.288 0.287 0.288 0.288 0.288 0.288 0.288 0.288 0.288 0.288
-6.187 -6.187 -6.187 -6.187 -6.187 -6.187 -6.187 -6.187 -6.187 -6.187
-15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16 -15.16
TABEL MOMEN AKHIR
∑mMomen
∑m'Koreksi
5.630
0.000
0.0007.765
-3.168
-4.597
-40.283
4.863
0.000-21.849
7.077
9.908
-12.361
0.000
-0.1901.901
-2.807
0.446
-62.994
5.805
0.000-15.541
8.374
1.361
-29.063
0.000
0.0009.513
-9.513
-10.124
2.437
0.0002.955
-5.392
PORTAL MEMANJANG ARAH Y AKIBAT GAYA HORIZONTAL ( GEMPA )
Titik Nama Panjang Inersia Kekakuan Mρ γ
q P
Kumpul Bentang (m) (k) (KNm) (KNm) (KN/m') (KN)
1 2 3 4 5 6 7 8 9 10 11
A
A-A' 1.20 0.000000 0.48 0
4.060
0
0
0 0A-E 3.25 0.003420 0.57 0 0.1404 0 0A-B 3.10 0.001600 0.86 0 0.2118 0 0A-I 3.75 0.003420 0.6 0 0.1478 0 0
B
B-A 3.10 0.001600 0.86 0
5.400
0.1593
0
0 0B-F 3.25 0.003420 0.57 0 0.1056 0 0B-C 3.50 0.001600 0.67 0 0.1241 0 0B-II 3.75 0.003420 0.6 0 0.1111 0 0
E
E-E' 1.20 0 0 0
4.560
0
0
0 0E-I 3.00 0.003420 0.85 0 0.1864 0 0E-F 3.10 0.001600 0.86 0 0.1886 0 0E-A 3.25 0.003420 0.57 0 0.1250 0 0
F
F-E 3.00 0.001600 0.86 0
5.260
0.1635
0
0 0F-J 3.00 0.003420 0.53 0 0.1008 0 0F-G 3.50 0.001600 0.67 0 0.1274 0 0F-B 3.25 0.003420 0.57 0 0.1084 0 0
II-I' 1.20 0 0 0
2.7800
00 0
I-J 3.00 0.001600 0.86 0 0.3094 0 0I-E 3.00 0.003420 0.53 0 0.1906 0 0
JJ-I 3.00 0.001600 0.86 0
4.1200.2087
00 0
J-K 3.50 0.001600 0.67 0 0.1626 0 0J-F 3.00 0.003420 0.53 0 0.1286 0 0
DISPLACEMENT I (lantai 1) = -11.867 = -0.375 = -0.375
DISPLACEMENT II (lantai 2) = -23.529 = -0.375 = -0.375
DISPLACEMENT III (atap) = -29.360 = -0.375 = -0.375
Mn(0)
(m4)
t A-A"
t B-F
t B-B"
t E-I
t A-E
t F-J
TABEL MOMEN TUMPUAN RENCANA BALOK PORTAL
Lantai BentangMD ML ME (kekiri) ME (kekanan)
1,2MD+1,6MD(tm) (tm) (tm) (tm)
A
1.4190 -0.6060 0 0 0.7332
A-B -2.0480 6.9520 -0.3168 0.3168 8.6656
B-A 2.0164 -9.3890 0.4863 -0.4863 -12.6027
B-C -1.8260 6.4460 0.7077 -0.7077 8.1224
C-B 1.8260 -6.4460 0.7077 -0.7077 -8.1224
C-D -40.1300 -6.9540 0.4863 -0.4863 -59.2824
D-C 46.3540 9.3890 -0.3168 0.3168 70.6472
B
-17.4700 -0.6060 0 0 -21.9336
E-F 39.8170 7.1350 -0.2807 0.2807 59.1964
F-E -46.2600 6.8250 0.5805 -0.5805 -44.5920
F-G 30.1560 10.5475 0.8374 -0.8374 53.0632
G-F -30.1560 10.5475 0.8374 -0.8374 -19.3112
G-H 39.8170 1.5464 -0.2807 0.2807 50.2546
H-G 46.2600 6.8250 0.5805 -0.5805 66.4320
-16.3130 0.0000 0 0 -19.5756
A I-J 25.2950 1.1929 0.9513 -0.9513 32.2626
T J-I -27.7790 5.3330 0.2437 -0.2437 -24.8020
A J-K 20.9670 7.3867 0.2955 -0.2955 36.9791
P K-J -20.9670 7.3867 0.2955 -0.2955 -13.3417
A-A’
E-E’
I-I’
K-L -2.5900 1.1929 0.2437 -0.2437 -1.1994
L-K 3.9280 5.3330 0.9513 -0.9513 13.2464
TABEL MOMEN TUMPUAN RENCANA BALOK PORTAL
E (kekiri) E (kekanan) E (kekiri) E (kekanan)
1.2771 1.2771 1.1082 1.1082
-2.1600 -1.5264 1.8967 2.5620
2.3011 1.3285 -3.2872 -4.3085
-0.9357 -2.3511 2.8868 1.4006
2.3511 0.9357 -1.4006 -2.8868
-35.6307 -36.6033 -46.0069 -47.0281
41.4018 42.0354 54.2542 54.9194
-15.7230 -15.7230 -18.7253 -18.7253
35.5546 36.1160 46.0082 46.5976
-41.0535 -42.2145 -43.6637 -44.8828
27.9778 26.3030 39.1880 37.4294
-26.3030 -27.9778 -24.1396 -25.8982
35.5546 36.1160 42.4874 43.0768
42.2145 41.0535 53.4823 52.2632
-14.6817 -14.6817 -17.1287 -17.1287
23.7168 21.8142 28.3101 26.3124
-24.7574 -25.2448 -25.5523 -26.0640
19.1658 18.5748 26.9792 26.3587
-18.5748 -19.1658 -17.0515 -17.6720
0,9MD±ME 1,05(MD±0,6ML±ME)
-2.0873 -2.5747 -1.7121 -2.2238
4.4865 2.5839 8.4831 6.4853
TABEL PERENCANAAN MOMEN LAPANGAN BALOK PORTAL
Lantai BentangMD ML
(tm) (tm)
A
- -
A-B 27.408 27.395
B-C 15.050 15.032
C-D 0.002 0.000
B
- -
E-F 27.399 27.398
G-H 27.399 27.398
F-G 14.771 15.043
A - -
T I-J 12.742 12.737
A J-K 7.759 7.480
P K-L 12.742 12.737
A-A’
E-E’
I-I’
TABEL PERENCANAAN MOMEN LAPANGAN BALOK PORTAL
1,2MD+1,6ML
-
76.726
42.118
0.003
-
76.716
76.716
41.686
-
35.671
21.390
35.671
TABEL GAYA GESER BALOK
LANTAI BENTANG VD VL VE
1
A-A 3.236 1.518 0.000A-B 36.386 35.493 0.547B-A 36.386 35.493 0.547B-C 22.729 21.920 4.044C-B 22.729 21.920 4.044C-D 36.386 35.493 0.547D-C 36.386 35.493 0.547D-D 3.236 1.518 0.000
2
E-E 3.236 1.518 0.000E-F 36.346 35.504 0.967F-E 36.346 35.504 0.967F-G 22.729 21.922 4.785G-F 22.729 21.922 4.785G-H 36.346 35.504 0.967H-G 36.346 35.504 0.967H-H 3.236 1.518 0.000I-I 0.200 0.484 0.000I-J 17.146 0.080 3.855j-i 17.146 0.080 3.855j-k 19.549 1.249 1.689k-j 19.549 1.249 1.689k-l 17.146 0.080 3.855l-k 17.146 0.080 3.855L-L 0.200 0.484 0.000
Dimana : VD = Beban MatiVL = Beban HidupVE = Beban GempaK = 1
ATAP
TABEL GAYA GESER BALOK
1.05(VD+VL+(4/K)VE))4.99177.76977.76963.86763.86777.76977.7694.9914.99179.50479.50466.98266.98279.50479.5044.9910.71834.27734.27728.93028.93034.27734.2770.718
TABEL GAYA AKSIAL MAKSIMUM KOLOM
Lantai KolomBerat Sendiri Ndy = Ndx Nly = Nlx NEy = NEx Ng
Kolom (KN) (KN) (KN) (KN)
1
1-A 19.440 2.061 0.000 5.369 23.562
A-1 19.440 -2.061 0.000 -5.369 15.318
2-B 19.440 1.164 0.069 15.887 21.907
B-2 19.440 -1.164 -0.069 -15.887 16.973
2'-B' 19.440 1.164 0.069 15.887 21.907
B'-2' 19.440 -1.164 -0.069 -15.887 16.973
1'-A' 19.440 2.061 0.000 5.369 23.562
A'-1' 19.440 -2.061 0.000 -5.369 15.318
2
4-1 18.225 0.270 0.127 4.822 19.019
1-4 18.225 -0.270 -0.127 -4.822 17.431
3-2 18.225 0.594 0.096 11.296 19.605
2-3 18.225 -0.594 -0.096 -11.296 16.845
3'-2' 18.225 0.594 0.096 11.296 19.605
2'-3' 18.225 -0.594 -0.096 -11.296 16.845
4'-1' 18.225 0.270 0.127 4.822 19.019
1'-4' 18.225 -0.270 -0.127 -4.822 17.431
5-4 17.010 0.223 0.055 3.855 17.565
4-5 17.010 -0.223 -0.055 -3.855 16.455
A 6-3 17.010 0.065 0.073 5.543 17.284
T 3-6 17.010 -0.065 -0.073 -5.543 16.736
A 6'-3' 17.010 0.065 0.073 5.543 17.284
P 3'-6' 17.010 -0.065 -0.073 -5.543 16.736
5'-4' 17.010 0.223 0.055 3.855 17.565
4'-5' 17.010 -0.223 -0.055 -3.855 16.455
TABEL GAYA AKSIAL MAKSIMUM KOLOM
Nuy = Nux
(KN)
37.142
3.682
658.256
-18.877
-658.256
-18.877
37.142
3.682
31.108
7.164
423.854
-8.406
-423.854
-8.406
31.108
7.164 Keterangan:
27.348 = Gaya Normal Beban Mati
8.373 = Gaya Normal Beban Hidup (Maks)
174.995 = Gaya Normal Beban Gempa
4.767 = Gaya Geser Rencana
-174.995 k = 1
ND
NL
NE
NU
4.767 Ng =
27.348 =
8.373
NDY
+ NLY
+ NDX
+ NLX
+ Berat Sendiri Kolom
NU
1,05(Ng + 4/k . (0,3NEX
+ NEY
))
TABEL MOMEN MAKSIMUM KOLOM PORTAL
Lantai Kolom(KN) (KN) (KN) (KN)
1
1-A -8.0270 0.6056 17.9001 82.1496
A-1 8.0270 -0.6056 -17.9001 -82.1496
2-B 11.4190 3.3840 23.9313 -112.7420
B-2 -11.4190 -3.3840 -23.9313 -161.7509
2'-B' 11.4190 3.3840 23.9313 161.7509
B'-2' -11.4190 -3.3840 -23.9313 -161.7509
1'-A' -8.0270 0.6056 17.9001 82.1496
A'-1' 8.0270 -0.6056 -17.9001 -82.1496
2
4-1 -10.5060 6.1325 51.6168 272.6434
1-4 10.5060 -6.1325 -51.6168 -272.6434
3-2 6.8990 1.9102 -29.7768 -144.0820
2-3 6.8990 -1.9102 29.7768 173.0578
3'-2' 6.8990 1.9102 -29.7768 108.9980
2'-3' 6.8990 -1.9102 29.7768 173.0578
4'-1' -10.5060 6.1325 51.6168 272.6434
1'-4' 10.5060 -6.1325 -51.6168 -272.6434 Keterangan:
5-4 16.3040 2.8166 10.2474 96.1041 =
4-5 -16.3040 -2.8166 -10.2474 -96.1041 =
A 6-3 -8.4830 1.1245 55.4139 143.5535 =
T 3-6 8.4830 -1.1245 -55.4139 92.5930 =
A 6'-3' -8.4830 1.1245 55.4139 143.5535 k =
P 3'-6' 8.4830 -1.1245 -55.4139 -287.1070
5'-4' 16.3040 2.8166 10.2474 96.1041 =
MDY
= MDX
MLY
= MLX
MEY
= MEX
MUY
= MUX
MD
ML
ME
MU
MU
4'-5' -16.3040 -2.8166 -10.2474 -96.1041
Gaya Normal Beban Mati
Gaya Normal Beban Hidup (Maks)
Gaya Normal Beban Gempa
Gaya Geser Rencana
1
1,05[MDY
+ MLY
+ MDX
+ MLX
+ 4/k. (MEY
+ 0,3MEX
)]
TABEL GAYA GESER KOLOM MAKSIMUM
Lantai Kolom(KN) (KN) (KN) (KN)
1
1-A 3.3360 1.0030 -19.2830 -96.1733
A-1 3.3360 1.0030 -19.2830 -96.1733
2-B -2.8430 -0.7630 -38.2530 -219.3020
B-2 -2.8430 -0.7630 -38.2530 -206.4330
2'-B' -2.8430 -0.7630 -38.2530 -206.4330
B'-2' -2.8430 -0.7630 -38.2530 -206.4330
1'-A' 3.3360 1.0030 -19.2830 -96.1733
A'-1' 3.3360 1.0030 -19.2830 -96.1733
2
4-1 7.9890 2.5610 -24.1800 -109.8678
1-4 7.9890 2.5610 -24.1800 -109.8678
3-2 -7.3120 -1.8900 -30.9460 -197.5420
2-3 -7.3120 -1.8900 -30.9460 -188.2894
3'-2' -7.3120 -1.8900 -30.9460 -188.2894
2'-3' -7.3120 -1.8900 -30.9460 -188.2894
4'-1' 7.9890 2.5610 -24.1800 -109.8678
1'-4' 7.9890 2.5610 -24.1800 -109.8678 Keterangan:
5-4 7.1670 2.2890 -10.2510 -36.1129 =
4-5 7.1670 2.2890 -10.2510 -36.1129 =
A 6-3 -7.8970 -1.7460 -34.7040 -187.4470 =
T 3-6 -7.8970 -1.7460 -34.7040 -176.5660 =
A 6'-3' -7.8970 -1.7460 -34.7040 -176.5660 k =
P 3'-6' -7.8970 -1.7460 -34.7040 -176.5660
MDY
= MDX
MLY
= MLX
MEY
= MEX
VUY
=VUX
MD
ML
ME
MU
5'-4' 7.1670 2.2890 -10.2510 -36.1129 =
4'-5' 7.1670 2.2890 -10.2510 -36.1129
MU
Gaya Normal Beban Mati
Gaya Normal Beban Hidup (Maks)
Gaya Normal Beban Gempa
Gaya Geser Rencana
1
1,05[MDY
+ MLY
+ MDX
+ MLX
+ 4/k. (MEY
+ 0,3MEX
)]
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