Tubes Teknik Gempa-joshua
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DiketahuiBalok L1 b = 0.35 m h = 0.5 mBalok L2 b = 0.35 m h = 0.7 mBalok B1 b = 0.3 m h = 0.45 mBalok B2 b = 0.3 m h = 0.6 mBalok Anak b = 0.3 m h = 0.4 mKolom b = 0.5 m h = 0.7 mTebal plat Lantai t = 0.13 mTebal plat Lantai atap t = 0.1 mTebal spesi t = 0.03 mBerat Jenis Beton 2400 kg/m3Berat Jenis Spesi 2100 kg/m3Berat Pas.bata 250 kg/m2Berat Plafon 18 kg/m2Beban Hidup 250 kg/m2
L = 26.6 mB = 20.4 m
2.1 Berat Lantai AtapBalok L1 = n x (b x h x l) x BJ beton = 20 x (0.35 x (0.5-0.1) x 5) x 2400 = 33600 KgBalok L2 = n x (b x h x l) x BJ beton = 5 x (0.35 x (0.7-0.1) x 6.6) x 2400 = 16632 KgBalok B1 = n x (b x h x l) x BJ beton = 12 x (0.3 x (0.45-0.1) x 4.2) x 2400 = 12700.8 KgBalok B2 = n x (b x h x l) x BJ beton = 12 x (0.3 x (0.6-0.1) x 6) x 2400 = 25920 KgBalok Anak = (b x h x l) x BJ beton = 1 x (0.3 x (0.4-0.1) x 6) x 2400 = 1296 KgBerat Lantai = L x B x t x BJ beton = 26.6 x 20.4 x 0.10 x 2400 = 130233.6 KgBerat Spesi = L x B x t x BJ spesi= 26.6 x 20.4 x 0.03 x 2100 = 34186.32 KgBerat Plafond = L x B x Berat Plafond = 26.6 x 20.4 x 18 = 9767.52 KgBerat Kolom = n x (b x h x 1/2(H)) x BJ beton = 30 x (0.45 x 0.65 x 2.1) x 2400 = 52920 KgBerat Dinding = 2 x (B+L) x 1/2(H) x Berat Pas Bata = 2 x(26.6+20.4) x 2.1 x 250 = 49350 KgBeban Mati = 366606.24 KgBeban Hidup direduksi 30% = 250 x 30% x 26.6 x 20.4 = 40698 KgBerat Atap = 407304.24 Kg
Massa Atap = Berat atap / 980 = 415.61657
2.2 Berat Lantai 4 = Lantai 3 = Lantai 2Balok L1 = n x (b x h x l) x BJ beton = 20 x (0.35 x (0.5-0.13) x 5) x 2400 = 31080 KgBalok L2 = n x (b x h x l) x BJ beton = 5 x (0.35 x (0.7-0.13) x 6.6) x 2400 = 15800.4 KgBalok B1 = n x (b x h x l) x BJ beton = 12 x (0.30 x (0.45-0.13) x 4.2) x 2400 = 11612.16 KgBalok B2 = n x (b x h x l) x BJ beton = 12 x (0.3 x (0.6-0.13) x 6) x 2400 = 24364.8 KgBalok Anak = n x (b x h x l) x BJ beton = 1 x (0.3 x (0.4-0.13) x (6)) x 2400 = 1166.4 KgBerat Plat = (L x B - Lift) x BJ beton = (26.6 x 20.4 - 6.6x 6) x 0.14 x 2400 = 156948.48 KgBerat Spesi = (LxB - Lift)x t x BJ spesi=(26.6x20.4 - 6.6 x 6)x0.03x2100 = 3169.152 KgBerat Plafond = (L x B - Lift)x B.Plafond=(26.6 x 20.4 - 6.6 x 6) x 18 = 9054.72 KgBerat Kolom = n x (b x h x 2(0.5H)) x BJ beton = 30 x (0.5 x 0.7 x 2(2.1)) x 2400 = 105840 KgBerat Dinding = 2 x (B+L) x 1/2(H) x Brt Pas Bata = 2 x(26.6+20.4) x 2.1 x 250 = 49350 KgBerat Tegel (t = 2 cm) = (L x B - Lift)x Brt Tegel = (26.6 x 20.4 - 6.6 x 6)x 48 = 24145.92 KgBerat Lain-Lain (tangga) ditaksir 5000 KgBeban Mati = 432532 KgBeban Hidup direduksi 30% = (26.6 x 20.4 - 6.6 x 6) x 250 x 30% = 37728 KgBerat Lantai 4 = 470260 Kg
Massa Lantai 4 = Berat Lantai 4 / 980 = 479.85718
Untuk lantai 3 dan 2, berat dianggap sama sebab tinggi lantai (H) sama
Maka berat total lantai adalah
W = W2 + W3 + W4 + Watap = 1818084
1429166.67
m1 = 479.857
Kg dt2 /cm
Kg dt2 /cm
Kg dt2 /cm
Inersia semua kolom = (1/12) x B x H3 = cm4
Kg dt2 /cm
m2 = 479.857
m3 = 479.857
Kg dt2 /cm
Kg dt2 /cm
m1 = 479.857
m2 = 479.857
m3 = 479.857
m4 = 415.617
1. Matrix Massa [ M ]
m1 0 0 0[ M ] = 0 m2 0 0
0 0 m3 00 0 0 m4
[ M ] = 479.857 0 0 00 479.857 0 0
479.8570 0 0 415.617
2. Matrix Kekakuan [ K ]
I Kolom = 1429166.66667 cm4Kekakuan Lateral Tingkat ( K )
h1 = 420 cmh2 = 420 cmh3 = 420 cmh4 = 420 cmE = 200000 kg/cm2
Nilai I , E dan h sama maka : 30*(12EI/h3) = 1388888.889 kg/cm
m4 k41 k42 k43 k44
k4m3 k31 k32 k33 k34
k3m2 k21 k22 k23 k24
k2m1 k13 k14
k11 k12k1
mode 1 mode 2 mode 3 mode 4
mode 1 mode 3k11 = k1 + k2 = 2777777.778 k13 = 0 = 0.000k21 = - k2 = -1388888.889 k23 = - k3 = -1388888.889k31 = 0 = 0.000 k33 = k3 + k4 = 2777777.778k41 = 0 = 0.000 k43 = - k4 = -1388888.889
mode 2 mode 4k12 = - k2 = -1388888.889 k14 = 0 = 0.000k22 = k2 + k3 = 2777777.778 k24 = 0 = 0.000k32 = - k3 = -1388888.889 k34 = - k4 = -1388888.889k42 = 0 = 0.000 k44 = k4 = 1388888.889
k11 k12 k13 k14K = k21 k22 k23 k24
k31 k32 k33 k34k41 k42 k43 k44
2777777.778 -1388888.889 0 0K = -1388888.889 2777777.778 -1388888.889 0
0 -1388888.889 2777777.778 -1388888.889
Kg dt2 /cm
Kg dt2 /cm
Kg dt2 /cm
Kg dt2 /cm
METODE EIGEN
0 0 -1388888.889 1388888.889
3. Kecepatan Sudut (ω) :
Eigen Value :
2777777.778 -1388888.889 0 0 479.857 0 0 0-1388888.889 2777777.778 -1388888.889 0 0 479.857 0 0 = 0
0 -1388888.889 2777777.778 -1388888.889 0 0 479.857 00 0 -1388888.889 1388888.889 0 0 0 415.617
2777777.778-479.857 λ -1388888.889 0 0-1388888.889 2777777.778-479.857 λ -1388888.889 0 = 0
0 -1388888.89 2777777.778-479.857 λ -1388888.8890 0 -1388888.889
Hasil Perhitungan Dengan Aplikasi Maple 14
Sehingga Didapatkan :
λ 1 370.2988405 ω 1 19.2432λ 2 3035.852945 ω 2 55.0986λ 3 6989.644882 ω 3 83.6041λ 4 10312.240030 ω 4 101.5492
4. Simpangan (a) :
19.243 rad/s
Diambil a41 = 1 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 0.000 0.000 a11-1388888.889 2777777.778 -1388888.889 0.000 370.299 0.000 479.857 0.000 0.000 a21
0.000 -1388888.889 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 a310.000 0.000 -1388888.889 1388888.889 0.000 0.000 0.000 415.617 a41
2600087.222 -1388888.889 0.000 0.000 a11-1388888.889 2600087.222 -1388888.889 0.000 * a21 = 0
0.000 -1388888.889 2600087.222 -1388888.889 a310.000 0.000 -1388888.889 1234986.554 1
2600087.222 a11-1388888.889 a21 = 0 a11 0.355-1388888.889+2600087.222 a21-1388888.889 a31 = 0 a21 = 0.665-1388888.889 a21+2600087.222 a31-1388888.889 (1) = 0 a31 0.889-1388888.889 a31+1234986.554 (1)= 0 a41 1.000
55.099 rad/s
Diambil a41 = 1 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 0.000 0.000 a12-1388888.889 2777777.778 -1388888.889 0.000 3035.853 0.000 479.857 0.000 0.000 a22
[K]-ω2*[M] = 0 ω2 = λ
- λ x
1388888.889 - 415.617λ
[K]-ω2*[M] * (a) = 0
ω1 =
ω2 =
= 0
= 0
0.000 -1388888.889 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 a320.000 0.000 -1388888.889 1388888.889 0.000 0.000 0.000 415.617 a42
1321001.958 -1388888.889 0.000 0.000 a12-1388888.889 1321001.958 -1388888.889 0.000 * a22 = 0
0.000 -1388888.889 1321001.958 -1388888.889 a320.000 0.000 -1388888.889 127138.097 1
1321001.958 a12-1388888.889 a22 = 0 a12 -0.960-1388888.889 a12+1321001.958a22-1388888.889 a32 = 0 a22 = -0.913-1388888.889 a22+1321001.958 a32-1388888.889 (1) = 0 a32 0.092-1388888.889 a32+127138.097(1)= 0 1 1.000
83.604 rad/s
Diambil a41 = 1 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 0.000 0.000 a13-1388888.889 2777777.778 -1388888.889 0.000 6989.645 0.000 479.857 0.000 0.000 a23
0.000 -1388888.889 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 a330.000 0.000 -1388888.889 1388888.889 0.000 0.000 0.000 415.617 a43
-576253.473 -1388888.889 0.000 0.000 a13-1388888.889 -576253.473 -1388888.889 0.000 * a23 = 0
0.000 -1388888.889 -576253.473 -1388888.889 a330.000 0.000 -1388888.889 -1516123.352 1
-576235.473 a13-1388888.889 a23 = 0 a13 1.319-1388888.889 a13-576235.473 a23-1388888.889 a33 = 0 a23 = -0.547-1388888.889 a23+-576235.473 a33-1388888.889 (1) = 0 a33 -1.092-1388888.889 a32- 1516123.352(1)= 0 1 1.000
101.549 rad/s
Diambil a41 = 1 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 0.000 0.000 a14-1388888.889 2777777.778 -1388888.889 0.000 10312.240 0.000 479.857 0.000 0.000 a24
0.000 -1388888.889 2777777.778 -1388888.889 0.000 0.000 479.857 0.000 a340.000 0.000 -1388888.889 1388888.889 0.000 0.000 0.000 415.617 a44
-2170624.596 -1388888.889 0.000 0.000 a14-1388888.889 -2170624.596 -1388888.889 0.000 * a24 = 0
0.000 -1388888.889 -2170624.596 -1388888.889 a340.000 0.000 -1388888.889 -2897048.956 1
-2170624.596 a14-1388888.889 a24 = 0 a14 -1.446-1388888.889 a14-2170624.596 a24-1388888.889 a34 = 0 a24 = 2.260-1388888.889 a24 -2170624.596 a34-1388888.889 (1) = 0 a34 -2.086-1388888.889 a34- 2897048.956 (1)= 0 1 1.000
5. Mode Shape :
1.000 1.000 1.000 1.000
0.889 0.092 -1.092 -2.086
0.665 -0.547-0.913 2.260
0.355-0.960 1.319 -1.446
ω1 = 19.243 ω1 = 55.099 ω1 = 83.604 ω1 = 101.549
ω3 =
ω4 =
= 0
= 0
= 0
MODE 1 MODE 2 MODE 3 MODE 4
= 0
= 0
= 0
= 0
= 0
METODE HOLZERM4
K4
M3
K3M2
K2M1
K1
Inersia Kolom = 1429166.66667 cm4E = 200000 kg/cm2
= 1388888.889 kg/cm= 1388888.889 kg/cm
19.243 (rad/detik)Nomor massa Yr F I r Qr DYr
massa (cm) (kg) (kg) (cm)Atap 415.617 153902.334 1.000 153902.334
153902.334 0.1113 479.857 177690.556 0.889 158000.722
311903.056 0.2252 479.857 177690.556 0.665 118096.718
429999.775 0.3101 479.857 177690.556 0.355 63083.751
493083.526 0.355
0.000
Harga w2 dicoba = 55.099 (rad/detik)Nomor massa Yr F I r Qr DYr
massa (cm) (kg) (kg) (cm)Atap 415.617 1261750.792 1.000 1261750.792
1261750.792 0.9083 479.857 1456775.819 0.092 133352.427
1395103.220 1.0042 479.857 1456775.819 -0.913 -1329941.471
65161.749 0.0471 479.857 1456775.819 -0.960 -1398288.234
-1333126.485 -0.960
0.000
Harga w3 dicoba = 83.604 (rad/detik)Nomor massa Yr F I r Qr DYr
massa (cm) (kg) (kg) (cm)Atap 415.617 2905012.241 1.000 2905012.241
2905012.241 2.0923 479.857 3354031.251 -1.092 -3661290.075
-756277.834 -0.5452 479.857 3354031.251 -0.547 -1834952.843
-2591230.677 -1.8661 479.857 3354031.251 1.319 4422616.598
1831385.921 1.319
k2-4 = 30*(12EI/h23)
k1 = 30*(12EI)/h13) =
Harga w1 dicoba =
mw2 ( mw2 x Yr )
(kgdtk2/cm)
mw2 ( mw2 x Yr )
(kgdtk2/cm)
mw2 ( mw2 x Yr )
(kgdtk2/cm)
0.000
Harga w4 dicoba = 101.549 (rad/detik)Nomor massa Yr F I r Qr DYr
massa (cm) (kg) (kg) (cm)Atap 415.617 4285937.845 1.000 4285937.845
4285937.845 3.0863 479.857 4948402.374 -2.086 -10321750.031
-6035812.186 -4.3462 479.857 4948402.374 2.260 11182941.661
5147129.475 3.7061 479.857 4948402.374 -1.446 -7155507.093
-2008377.618 -1.446
0.000
Gambar Mode Shape 1.000
19.243 (rad/detik) 0.889
a11 0.355 0.665a21 = 0.665a31 0.889 0.355a41 1.000
1.000
2. w2 = 55.099 (rad/detik) 0.092
a12 -0.960 -0.913a22 = -0.913a32 0.092 -0.960a42 1.000
2. w2 = 55.099 (rad/detik)
3. w3 = 83.604 (rad/detik) 1.000
a13 1.319 -1.092a23 = -0.547a33 -1.092 -0.547a43 1.000
1.319
3. w3 = 83.604 (rad/detik)
4. w4 = 101.549 (rad/detik) 1.000
a14 -1.446 -2.086a24 = 2.260a34 -2.086a44 1.000 2.260
-1.446
4. w4 = 101.549 (rad/detik)
mw2 ( mw2 x Yr )
(kgdtk2/cm)
1. w1 =
1. w1 = 14.15 (Rad/det)
1 Bentuk Ragam Getaran (Dari Holzer)
a41 a42 a43 a44
m4 = 415.617
a31 a32 a33 a34
m3 = 479.857Kg dt2 /cm a21 a23 a24
m2 = 479.857 a22
Kg dt2 /cm a13 a14
m1 = 479.857 a11 a12
Kg dt2 /cm
Mode 1 Mode 2 Mode 3 Mode 4
2 Menentukan Massa Generalisasi (Mn*)1 a41 1 a43
Mode 1 = {a1 } = 0.889 a31 Mode 3 = {a3} = -1.092 a33
0.665 a21 -0.547 a23
0.355 a11 1.319 a13
1 a42 1 a44
Mode 2 = {a2} = 0.092 a32 Mode 4 = {a4} = -2.086 a34
-0.913 a22 2.260 a24
-0.960 a12 -1.446 a14
m4 0 0 0= 0 m3 0 0
0 0 m2 00 0 0 m1
415.617 0 0 0= 0 479.857 0 0
0 0 479.857 00 0 0 479.857
Mode 1 : M1* = m4*(a41)^2+m3*(a31)^2+m2*(a21)^2+m1*(a11)^2 = 1067.464 kg rad2/cmMode 2 : M2* = m4*(a42)^2+m3*(a32)^2+m2*(a22)^2+m1*(a12)^2 = 1261.674 kg rad2/cmMode 3 : M3* = m4*(a43)^2+m3*(a33)^2+m2*(a23)^2+m1*(a13)^2 = 1965.370 kg rad2/cmMode 4 : M4* = m4*(a44)^2+m3*(a34)^2+m2*(a24)^2+m1*(a14)^2 = 5957.512 kg rad2/cm
3 Menentukan Harga (αn)Mode 1 : α1 = (m4*a41)+(m3*a31)+(m2*a21)+(m1*a11) = 1331.583Mode 2 : α2 = (m4*a42)+(m3*a32)+(m2*a22)+(m1*a12) = -439.127Mode 3 : α3 = (m4*a43)+(m3*a33)+(m2*a23)+(m1*a13) = 262.014Mode 4 : α4 = (m4*a44)+(m3*a34)+(m2*a24)+(m1*a14) = -194.757
4 Menentukan Harga (Zn) max(Zn)max =
Mn*Menggunakan Respons Spektrum Untuk Gempa El Centro Tahun 1940
No Kec.(ω) Harga ω T = (2π/ω) Sd (cm) Sv (cm/dtk) Sa(cm/dtk)
ω1 19.243 0.326 1.188 22.861 439.91555.099 0.114 0.125 6.887 379.482 Ket : 0.001315883.604 0.075 0.032 2.675 223.669
101.549 0.062 0.010 1.015 103.122 Sv = ω*Sd
Kg dt2 /cm
αn*Sd
ζ ( Damping Rasio ) = 20 %
ω2
ω3 Sa = ω2*Sd
ω4
SUPERPOSISI MODAL
m
Mode 1 : Z1 = (1331.583*1.23)/1067.464= 1.4819431Mode 2 : Z2 = (-439.127*0.125)/126.674 = -0.0435064Mode 3 : Z3 = (262.014*0.032)/1965.370= 0.00426609Mode 4 : Z4 = (-194.757*0.010)/5957.512= -0.0003269
5 Menentukan Perpindahan Tiap Lantai (Yn)[yn] = [an]. [Zn]
1.000 1.481943Mode 1 : [Y1] = 0.889 * 1.482 = 1.317729
0.665 0.9849290.355 0.5261201.000 -0.043506
Mode 2 : [Y2] = 0.092 * -0.0435064 = -0.003983-0.913 0.039719-0.960 0.0417601.000 0.004266
Mode 3 : [Y3] = -1.092 * 0.00426609 = -0.004657-0.547 -0.0023341.319 0.0056251.000 -0.000327
Mode 4 : [Y4] = -2.086 * -0.0003269 = 0.0006822.260 -0.000739-1.446 0.000473
Perpindahan (Sun Square Quadratic)
Lantai 4 : Y4 = 1.483 cmLantai 3 : Y3 = 1.318 cmLantai 2 : Y2 = 0.986 cmLantai 1 : Y1 = 0.528 cm
6 Menentukan Gaya Inersia (FIn)FIn = [m] . [an] . [αn/Mn*] . (ωn) . (Svn)
415.617 0 0 0 1Mode 1 : FI1 = 0 479.857 0 0 * 0.889
0 0 479.857 0 0.6650 0 0 479.857 0.355
1.247 * 19.243 * 22.861
415.61657 228074.503= 426.68436 * 548.761812 = 234148.08
318.92273 175012.617170.35903 93486.5295
415.617 0 0 0 1Mode 2 : FI2 = 0 479.857 0 0 * 0.092
0 0 479.857 0 -0.9130 0 0 479.857 -0.960
-0.348 * 55.099 * 6.887
415.61657 -54894.279= 43.925852 * -132.07914 = -5801.6887
-438.0784 57861.0122-460.5916 60834.5363
415.617 0 0 0 1Mode 3 : FI3 = 0 479.857 0 0 * -1.092
((Z1.a41)2+(Z2.a42)2+(Z3.a43)2+(Z4.a44)2)0.5 =
((Z1.a31)2+(Z2.a32)2+(Z3.a33)2+(Z4.a34)2)0.5 =
((Z1.a21)2+(Z2.a22)2+(Z3.a23)2+(Z4.a24)2)0.5 =
((Z1.a11)2+(Z2.a12)2+(Z3.a13)2+(Z4.a14)2)0.5 =
0 0 479.857 0 -0.5470 0 0 479.857 1.319
0.133 * 83.604 * 2.675
415.61657 12393.0526= -523.8163 * 29.8184755 = -15619.404
-262.5245 -7828.0796632.73838 18867.294
415.617 0 0 0 1Mode 4 : FI4 = 0 479.857 0 0 * -2.086
0 0 479.857 0 2.2600 0 0 479.857 -1.446
-0.033 * 101.549 * 1.015
415.61657 -1401.1135= -1000.922 * -3.3711686 = 3374.27751
1084.4338 -3655.8092-693.8848 2339.20281
Gambar Perpindahan:
1.483 1.483 1.483 1.483 1.483 1.483 1.483
1.318 1.318 1.318 1.318 1.318 1.318 1.318
0.986 0.986 0.986 0.986 0.986 0.986 0.986
0.528 0.528 0.528 0.528 0.528 0.528 0.528
7 Gaya Lateral Tiap Lantai (Sum Square Quadratic)
((f11^2)+(f12^2)+(f13^2)+(f41^2))^0,5 = 234918.947 Kg
((f12^2)+(f22^2)+(f32^2)+(f42^2))^0,5 = 234764.423 Kg
((f13^2)+(f23^2)+(f33^2)+(f43^2))^0,5 = 184531.722 Kg
((f14^2)+(f24^2)+(f34^2)+(f44^2))^0,5 = 113146.006 Kg
FI4 =
FI3 =
FI2 =
FI1 =
Gambar masing - masing portal :39153
39127
30755
18858
PORTAL ARAH Y = 6
46984
46953
36906
22629
PORTAL ARAH X = 5
ANALISA GAYA LATERAL TIAP LANTAI DENGAN SNI 1726
Kegunaan Bangunan : ApartementZone Gempa : Zone 3 Zone 4 Untuk SKBI 1987Sistem Struktur Rangka Pemikul Momen : KhususTanah Dasar : Keras
Wt = 1818084.336 kg
1. Perhitungan Gaya Dasar Gempa V:a. Waktu Getar T :h = 16.8 mT = 0,03*h3/4 = 0.25 < zn (pasal 5.6) (ζ = 0,18 dan n = 4)
< 0.72 ( OK ) Tabel 8
b. Koefisien Gempa C :Tanah KerasT = 0.25 C = 0.55 (gambar 2)Zone Gempa 3
c. Faktor Keutamaan I :Apartement : I = 1 ( Tabel 1 )
d.Faktor Jenis Struktur R :Sistem Rangka Pemikul Momen Khusus (SRPMK)R = 8.5 (Tabel 3)
Jadi Gaya Gempa Dasar V :V = (C*I*Wt)/R = 117640.751 kg
2. Distribusi Gaya Gempa Dasar V Menjadi Gaya Lateral Tiap Lantai Fi :kontrol :Arah X : H/B = 16.8/26.6 0.63 < 3 OK…Arah Y : H/L = 16.8/20.4 0.82 < 3 OK…
Arah X = Y :Gaya Lateral Tiap Lantai Menjadi :Lantai 5 : F5 = [(W5*h5)/(ΣWi*hi)]*VLantai 4 : F4 = [(W4*h4)/(ΣWi*hi)]*VLantai 3 : F3 = [(W3*h3)/(ΣWi*hi)]*VLantai 2 : F2 = [(W2*h2)/(ΣWi*hi)]*V
Ditabelkan Sebagai Berikut :Lantai Berat Tinggi Wi*hi Fi Fix Fiy
Wi (kg) hi (m) (kgm) (kg) (kg) (kg)5 415.6165714 16.8 6982.3584 43063 8613 71774 479.8571755 12.6 6046.2004 37289 7458 62153 479.8571755 8.4 4030.8003 24859 4972 41432 479.8571755 4.2 2015.4001 12430 2486 2072
1855.188098 19074.759nx = 5 ny = 6
Gambar masing - masing portal :8613
7458
4972
2486
PORTAL ARAH X
7177
6215
4143
2072
PORTAL ARAH Y
Zone 4 Untuk SKBI 1987
2. Skematik Beban Hidup dan Beban Mati (qLL,qDL) serta Beban Gempa pada Portal 5, Lantai 2
Keterangan :Beban Mati (qDL): Beban Gempa:qDL1 = 1963.817 Kg/m F4 = 7177 KgqDL2 = 1414.800 Kg/m F3 = 6215 KgqDL3 = 1593.472 Kg/m F2 = 4143 KgqDL4 = 1150.800 Kg/m F1 = 2072 KgBeban Hidup (qLL):qLL1 = 960.648 Kg/mqLL2 = 700.000 Kg/mqLL3 = 384.26 Kg/mqLL4 = 280.00 Kg/m
II. Analisa StrukturDilakukan dengan menggunakan software SAP2000, terhadap kombinasi beban sesuai SNI 2847 pasal 11.2.3 - 11.2.7, yaitu:
1. 1.4D 2. 1.2D +1.6 L3. 1.2D + 1.0L + 1.0E (gempa ke kanan)4. 1.2D + 1.0L - 1.0E (gempa ke kiri)5. 0.9D + 1.0E6. 0.9D - 1.0E7. E (kombinasi khusus untuk evaluasi kinerja batas layan dan ultimit)
ANALISA STRUKTURInput Data:1. Definisi Nodal2. Definisi elemen: elemen konektifitas, ukuran penampang (bxh), jenis bahan E, 3. definisi nodal tumpuan4. Input beban gravitasi (Joint load, member load)5. Input beban gempa (statik ekivalen, respon spektrum, time hystori)6. Input load case dan load combination7. Input data desain (mutu beton, baja, diameter tulangan, dsb)8. Runing
Output data:1. Nodal displacement (untuk kontrol kinerja batas layan dan ultimit)2. Gaya-gaya dalam: aksial, geser, momen (untuk penulangan balok-kolom dengan cara analitis)3. Reaksi tumpuan (untuk desain pondasi)4. Penulangan batang (balok dan kolom) dengan cara sotware
qDL1,qLL1qDL1,qLL1qDL2,qLL2 qDL2,qLL2
4.2 m 6 m 6 m 4.2 m
4.2 m
F4
qDL2,qLL2qDL1,qLL1 qDL1,qLL1
qDL2,qLL2
qDL2,qLL2qDL1,qLL1qDL1,qLL1
qDL2,qLL2
qDL4,qLL4qDL3,qLL3 qDL3,qLL3
qDL4,qLL4
F3
F2
F1
4.2 m
4.2 m
4.2 m
Table: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF
DEAD Load pattern DEAD 1
LIVE Load pattern LIVE 1
QUAKE Load pattern QUAKE 1
Table: Combination DefinitionsComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign
COMB1 Linear Add No Linear Static DEAD 1.4 None
COMB2 Linear Add No Linear Static DEAD 1.2 None
COMB2 Linear Static LIVE 1.6
COMB3 Linear Add No Linear Static DEAD 1.2 None
COMB3 Linear Static LIVE 1
COMB3 Linear Static QUAKE 1
COMB4 Linear Add No Linear Static DEAD 1.2 None
COMB4 Linear Static LIVE 1
COMB4 Linear Static QUAKE -1
COMB5 Linear Add No Linear Static DEAD 0.9 None
COMB5 Linear Static QUAKE 1
COMB6 Linear Add No Linear Static DEAD 0.9 None
COMB6 Linear Static QUAKE -1
COMB7 Linear Add No Linear Static QUAKE 1 None
Table: Connectivity - FrameFrame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ
m m m m
1 1 2 No 4.2 -10.2 0 2.1
2 2 3 No 4.2 -10.2 0 6.3
3 3 4 No 4.2 -10.2 0 10.5
4 4 5 No 4.2 -10.2 0 14.7
5 6 7 No 4.2 -6 0 2.1
6 7 8 No 4.2 -6 0 6.3
7 8 9 No 4.2 -6 0 10.5
8 9 10 No 4.2 -6 0 14.7
9 11 12 No 4.2 0 0 2.1
10 12 13 No 4.2 0 0 6.3
11 13 14 No 4.2 0 0 10.5
12 14 15 No 4.2 0 0 14.7
13 16 17 No 4.2 6 0 2.1
14 17 18 No 4.2 6 0 6.3
15 18 19 No 4.2 6 0 10.5
16 19 20 No 4.2 6 0 14.7
17 21 22 No 4.2 10.2 0 2.1
18 22 23 No 4.2 10.2 0 6.3
19 23 24 No 4.2 10.2 0 10.5
20 24 25 No 4.2 10.2 0 14.7
21 2 7 No 4.2 -8.1 0 4.2
22 3 8 No 4.2 -8.1 0 8.4
23 4 9 No 4.2 -8.1 0 12.6
24 5 10 No 4.2 -8.1 0 16.8
25 7 12 No 6 -3 0 4.2
26 8 13 No 6 -3 0 8.4
27 9 14 No 6 -3 0 12.6
28 10 15 No 6 -3 0 16.8
29 12 17 No 6 3 0 4.2
30 13 18 No 6 3 0 8.4
31 14 19 No 6 3 0 12.6
32 15 20 No 6 3 0 16.8
33 17 22 No 4.2 8.1 0 4.2
34 18 23 No 4.2 8.1 0 8.4
35 19 24 No 4.2 8.1 0 12.6
36 20 25 No 4.2 8.1 0 16.8
Table: Material Properties 02 - Basic Mechanical PropertiesMaterial UnitWeight UnitMass E1 G12 U12 A1
Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 1/C
A615Gr60 7.85E+03 8.00E+02 2.04E+10 1.17E-05
A992Fy50 7.85E+03 8.00E+02 2.04E+10 7841930445 0.3 1.17E-05
beton 0.00E+00 0.00E+00 2625051315 1093771381 0.2 9.90E-06
Table: Frame Section Properties 01 - GeneralSectionName Material Shape t3 t2 tf tw
m m m m
BALOK 30/45 beton Rectangular 0.45 0.3
BALOK 30/60 beton Rectangular 0.6 0.3
FSEC1 A992Fy50 I/Wide Flange 0.3048 0.127 0.009652 0.00635
KOLOM 50/70 beton Rectangular 0.7 0.5
KOLOM 70/50 beton Rectangular 0.5 0.7
Table: Connectivity - Frame, Part 1 of 2
Frame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ
m m m m
1 1 2 No 4.2 -10.2 0 2.1
2 2 3 No 4.2 -10.2 0 6.3
3 3 4 No 4.2 -10.2 0 10.5
4 4 5 No 4.2 -10.2 0 14.7
5 6 7 No 4.2 -6 0 2.1
6 7 8 No 4.2 -6 0 6.3
7 8 9 No 4.2 -6 0 10.5
8 9 10 No 4.2 -6 0 14.7
9 11 12 No 4.2 0 0 2.1
10 12 13 No 4.2 0 0 6.3
11 13 14 No 4.2 0 0 10.5
12 14 15 No 4.2 0 0 14.7
13 16 17 No 4.2 6 0 2.1
14 17 18 No 4.2 6 0 6.3
15 18 19 No 4.2 6 0 10.5
16 19 20 No 4.2 6 0 14.7
17 21 22 No 4.2 10.2 0 2.1
18 22 23 No 4.2 10.2 0 6.3
19 23 24 No 4.2 10.2 0 10.5
20 24 25 No 4.2 10.2 0 14.7
21 2 7 No 4.2 -8.1 0 4.2
22 3 8 No 4.2 -8.1 0 8.4
23 4 9 No 4.2 -8.1 0 12.6
24 5 10 No 4.2 -8.1 0 16.8
25 7 12 No 6 -3 0 4.2
26 8 13 No 6 -3 0 8.4
27 9 14 No 6 -3 0 12.6
28 10 15 No 6 -3 0 16.8
29 12 17 No 6 3 0 4.2
30 13 18 No 6 3 0 8.4
31 14 19 No 6 3 0 12.6
32 15 20 No 6 3 0 16.8
33 17 22 No 4.2 8.1 0 4.2
34 18 23 No 4.2 8.1 0 8.4
35 19 24 No 4.2 8.1 0 12.6
36 20 25 No 4.2 8.1 0 16.8
JOINT DISPLACEMENTS
Joint Output Case Case TypeU1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
1 COMB1 Combination 0 0 0 0 0 0
1 COMB2 Combination 0 0 0 0 0 0
1 COMB3 Combination 0 0 0 0 0 0
1 COMB4 Combination 0 0 0 0 0 0
1 COMB5 Combination 0 0 0 0 0 0
1 COMB6 Combination 0 0 0 0 0 0
1 COMB7 Combination 0 0 0 0 0 0
2 COMB1 Combination -0.000013 0 -0.000071 0 0.00006 0
2 COMB2 Combination -0.000018 0 -0.000097 0 0.000085 0
2 COMB3 Combination 0.002606 0 -0.000045 0 0.000878 0
2 COMB4 Combination -0.002636 0 -0.000122 0 -0.000733 0
2 COMB5 Combination 0.002613 0 -7.12E-06 0 0.000844 0
2 COMB6 Combination -0.002633 0 -0.000102 0 -0.000752 0
2 COMB7 Combination 0.002621 0 0.000038 0 0.000806 0
3 COMB1 Combination -8.69E-08 0 -0.000124 0 0.000055 0
3 COMB2 Combination -5.34E-07 0 -0.000167 0 0.000077 0
3 COMB3 Combination 0.006617 0 -0.00008 0 0.000861 0
3 COMB4 Combination -0.006618 0 -0.000209 0 -0.000729 0
3 COMB5 Combination 0.006617 0 -0.000015 0 0.00083 0
3 COMB6 Combination -0.006617 0 -0.000175 0 -0.000746 0
3 COMB7 Combination 0.006617 0 0.000064 0 0.000795 0
4 COMB1 Combination -7.14E-06 0 -0.000157 0 0.000052 0
4 COMB2 Combination -3.67E-06 0 -0.000211 0 0.000079 0
4 COMB3 Combination 0.009946 0 -0.000105 0 0.000627 0
4 COMB4 Combination -0.009955 0 -0.00026 0 -0.000495 0
4 COMB5 Combination 0.009946 0 -0.000024 0 0.000595 0
4 COMB6 Combination -0.009957 0 -0.000219 0 -0.000514 0
4 COMB7 Combination 0.00995 0 0.000078 0 0.000561 0
5 COMB1 Combination 0.000038 0 -0.000172 0 0.000108 0
5 COMB2 Combination 0.000048 0 -0.000228 0 0.000121 0
5 COMB3 Combination 0.012041 0 -0.000116 0 0.000436 0
5 COMB4 Combination -0.011957 0 -0.00028 0 -0.000215 0
5 COMB5 Combination 0.012024 0 -0.000028 0 0.000395 0
5 COMB6 Combination -0.011965 0 -0.000237 0 -0.000228 0
5 COMB7 Combination 0.011999 0 0.000082 0 0.000326 0
6 COMB1 Combination 0 0 0 0 0 0
6 COMB2 Combination 0 0 0 0 0 0
6 COMB3 Combination 0 0 0 0 0 0
6 COMB4 Combination 0 0 0 0 0 0
6 COMB5 Combination 0 0 0 0 0 0
6 COMB6 Combination 0 0 0 0 0 0
6 COMB7 Combination 0 0 0 0 0 0
7 COMB1 Combination -9.65E-06 0 -0.000215 0 0.000097 0
7 COMB2 Combination -0.000014 0 -0.000292 0 0.000137 0
7 COMB3 Combination 0.002595 0 -0.000247 0 0.000724 0
7 COMB4 Combination -0.002618 0 -0.000256 0 -0.000491 0
7 COMB5 Combination 0.002601 0 -0.000134 0 0.00067 0
7 COMB6 Combination -0.002616 0 -0.000198 0 -0.00052 0
7 COMB7 Combination 0.002607 0 4.27E-06 0 0.000607 0
8 COMB1 Combination 3.79E-08 0 -0.000374 0 0.000088 0
8 COMB2 Combination -2.91E-07 0 -0.000503 0 0.000123 0
8 COMB3 Combination 0.006573 0 -0.000427 0 0.000727 0
8 COMB4 Combination -0.006573 0 -0.000442 0 -0.000517 0
8 COMB5 Combination 0.006573 0 -0.000233 0 0.000679 0
8 COMB6 Combination -0.006573 0 -0.000344 0 -0.000543 0
8 COMB7 Combination 0.006573 0 7.36E-06 0 0.000622 0
9 COMB1 Combination -5.05E-06 0 -0.000476 0 0.000088 0
9 COMB2 Combination -2.32E-06 0 -0.000634 0 0.00013 0
9 COMB3 Combination 0.009884 0 -0.00054 0 0.000561 0
9 COMB4 Combination -0.00989 0 -0.000558 0 -0.000342 0
9 COMB5 Combination 0.009884 0 -0.000297 0 0.000508 0
9 COMB6 Combination -0.009892 0 -0.000438 0 -0.000372 0
9 COMB7 Combination 0.009887 0 9.03E-06 0 0.000451 0
10 COMB1 Combination 0.000028 0 -0.000522 0 0.000142 0
10 COMB2 Combination 0.000035 0 -0.000685 0 0.000153 0
10 COMB3 Combination 0.011952 0 -0.000587 0 0.000354 0
10 COMB4 Combination -0.01189 0 -0.000606 0 -0.000072 0
10 COMB5 Combination 0.011939 0 -0.000326 0 0.000304 0
10 COMB6 Combination -0.011896 0 -0.00048 0 -0.000085 0
10 COMB7 Combination 0.011921 0 9.52E-06 0 0.000213 0
11 COMB1 Combination 0 0 0 0 0 0
11 COMB2 Combination 0 0 0 0 0 0
11 COMB3 Combination 0 0 0 0 0 0
11 COMB4 Combination 0 0 0 0 0 0
11 COMB5 Combination 0 0 0 0 0 0
11 COMB6 Combination 0 0 0 0 0 0
11 COMB7 Combination 0 0 0 0 0 0
12 COMB1 Combination -3.67E-18 0 -0.000292 0 -1.90E-18 0
12 COMB2 Combination -5.15E-18 0 -0.000394 0 -2.71E-18 0
12 COMB3 Combination 0.00259 0 -0.000341 0 0.000704 0
12 COMB4 Combination -0.00259 0 -0.00034 0 -0.000704 0
12 COMB5 Combination 0.00259 0 -0.000188 0 0.000704 0
12 COMB6 Combination -0.00259 0 -0.000263 0 -0.000704 0
12 COMB7 Combination 0.00259 0 -1.51E-07 0 0.000704 0
13 COMB1 Combination -1.18E-17 0 -0.000507 0 -2.23E-18 0
13 COMB2 Combination -1.65E-17 0 -0.00068 0 -3.15E-18 0
13 COMB3 Combination 0.006539 0 -0.000588 0 0.000708 0
13 COMB4 Combination -0.006539 0 -0.000588 0 -0.000708 0
13 COMB5 Combination 0.006539 0 -0.000326 0 0.000708 0
13 COMB6 Combination -0.006539 0 -0.000456 0 -0.000708 0
13 COMB7 Combination 0.006539 0 -2.48E-07 0 0.000708 0
14 COMB1 Combination -2.07E-17 0 -0.000646 0 -2.24E-18 0
14 COMB2 Combination -2.87E-17 0 -0.000857 0 -3.10E-18 0
14 COMB3 Combination 0.009836 0 -0.000744 0 0.000504 0
14 COMB4 Combination -0.009836 0 -0.000743 0 -0.000504 0
14 COMB5 Combination 0.009836 0 -0.000416 0 0.000504 0
14 COMB6 Combination -0.009836 0 -0.000581 0 -0.000504 0
14 COMB7 Combination 0.009836 0 -2.97E-07 0 0.000504 0
15 COMB1 Combination -2.86E-17 0 -0.000709 0 -1.71E-18 0
15 COMB2 Combination -3.86E-17 0 -0.000926 0 -1.86E-18 0
15 COMB3 Combination 0.011861 0 -0.000807 0 0.000269 0
15 COMB4 Combination -0.011861 0 -0.000806 0 -0.000269 0
15 COMB5 Combination 0.011861 0 -0.000456 0 0.000269 0
15 COMB6 Combination -0.011861 0 -0.000638 0 -0.000269 0
15 COMB7 Combination 0.011861 0 -3.11E-07 0 0.000269 0
16 COMB1 Combination 0 0 0 0 0 0
16 COMB2 Combination 0 0 0 0 0 0
16 COMB3 Combination 0 0 0 0 0 0
16 COMB4 Combination 0 0 0 0 0 0
16 COMB5 Combination 0 0 0 0 0 0
16 COMB6 Combination 0 0 0 0 0 0
16 COMB7 Combination 0 0 0 0 0 0
17 COMB1 Combination 9.65E-06 0 -0.000215 0 -0.000097 0
17 COMB2 Combination 0.000014 0 -0.000292 0 -0.000137 0
17 COMB3 Combination 0.002593 0 -0.000256 0 0.000485 0
17 COMB4 Combination -0.00257 0 -0.000247 0 -0.000719 0
17 COMB5 Combination 0.002588 0 -0.000143 0 0.00054 0
17 COMB6 Combination -0.002573 0 -0.000189 0 -0.00069 0
17 COMB7 Combination 0.002582 0 -4.55E-06 0 0.000602 0
18 COMB1 Combination -3.79E-08 0 -0.000374 0 -0.000088 0
18 COMB2 Combination 2.91E-07 0 -0.000503 0 -0.000123 0
18 COMB3 Combination 0.006521 0 -0.000442 0 0.000512 0
18 COMB4 Combination -0.00652 0 -0.000427 0 -0.000723 0
18 COMB5 Combination 0.00652 0 -0.000248 0 0.000561 0
18 COMB6 Combination -0.00652 0 -0.000329 0 -0.000697 0
18 COMB7 Combination 0.00652 0 -7.81E-06 0 0.000618 0
19 COMB1 Combination 5.05E-06 0 -0.000476 0 -0.000088 0
19 COMB2 Combination 2.32E-06 0 -0.000634 0 -0.00013 0
19 COMB3 Combination 0.009812 0 -0.000559 0 0.000338 0
19 COMB4 Combination -0.009806 0 -0.00054 0 -0.000557 0
19 COMB5 Combination 0.009812 0 -0.000316 0 0.000391 0
19 COMB6 Combination -0.009804 0 -0.000419 0 -0.000527 0
19 COMB7 Combination 0.009809 0 -9.57E-06 0 0.000448 0
20 COMB1 Combination -0.000028 0 -0.000522 0 -0.000142 0
20 COMB2 Combination -0.000035 0 -0.000685 0 -0.000153 0
20 COMB3 Combination 0.011799 0 -0.000606 0 0.000071 0
20 COMB4 Combination -0.011861 0 -0.000586 0 -0.000352 0
20 COMB5 Combination 0.011812 0 -0.000346 0 0.00012 0
20 COMB6 Combination -0.011855 0 -0.00046 0 -0.000339 0
20 COMB7 Combination 0.01183 0 -0.00001 0 0.000211 0
21 COMB1 Combination 0 0 0 0 0 0
21 COMB2 Combination 0 0 0 0 0 0
21 COMB3 Combination 0 0 0 0 0 0
21 COMB4 Combination 0 0 0 0 0 0
21 COMB5 Combination 0 0 0 0 0 0
21 COMB6 Combination 0 0 0 0 0 0
21 COMB7 Combination 0 0 0 0 0 0
22 COMB1 Combination 0.000013 0 -0.000071 0 -0.00006 0
22 COMB2 Combination 0.000018 0 -0.000097 0 -0.000085 0
22 COMB3 Combination 0.002587 0 -0.000121 0 0.00072 0
22 COMB4 Combination -0.002557 0 -0.000045 0 -0.000865 0
22 COMB5 Combination 0.00258 0 -0.000084 0 0.000754 0
22 COMB6 Combination -0.00256 0 -0.000026 0 -0.000847 0
22 COMB7 Combination 0.002572 0 -0.000038 0 0.000793 0
23 COMB1 Combination 8.69E-08 0 -0.000124 0 -0.000055 0
23 COMB2 Combination 5.34E-07 0 -0.000167 0 -0.000077 0
23 COMB3 Combination 0.006515 0 -0.000208 0 0.000718 0
23 COMB4 Combination -0.006515 0 -0.000081 0 -0.00085 0
23 COMB5 Combination 0.006515 0 -0.000143 0 0.000749 0
23 COMB6 Combination -0.006515 0 -0.000048 0 -0.000833 0
23 COMB7 Combination 0.006515 0 -0.000064 0 0.000784 0
24 COMB1 Combination 7.14E-06 0 -0.000157 0 -0.000052 0
24 COMB2 Combination 3.67E-06 0 -0.000211 0 -0.000079 0
24 COMB3 Combination 0.009803 0 -0.000259 0 0.000487 0
24 COMB4 Combination -0.009794 0 -0.000106 0 -0.000619 0
24 COMB5 Combination 0.009803 0 -0.000178 0 0.000519 0
24 COMB6 Combination -0.009792 0 -0.000065 0 -0.0006 0
24 COMB7 Combination 0.009799 0 -0.000077 0 0.000553 0
25 COMB1 Combination -0.000038 0 -0.000172 0 -0.000108 0
25 COMB2 Combination -0.000048 0 -0.000228 0 -0.000121 0
25 COMB3 Combination 0.011781 0 -0.000279 0 0.000211 0
25 COMB4 Combination -0.011865 0 -0.000117 0 -0.000433 0
25 COMB5 Combination 0.011798 0 -0.000192 0 0.000253 0
25 COMB6 Combination -0.011858 0 -0.000074 0 -0.000419 0
25 COMB7 Combination 0.011823 0 -0.000081 0 0.000322 0
Kinerja Batas Layan dan Kinerja Batas Ultimit Pada PortalSNI 1726- Pasal 8.1 dan 8.2.5.1. Kinerja Batas Layan ( Δs )
Data :
Notasi Nilai Satuan Keterangan
R 8.5 - Faktor Reduksi gempa maksimum SRPMK (SNI 1726-Pasal 4.3.6-Tabel 3)
h' 420 cm Tinggi antar tingkat
Δs Analisa struktur mm Displacement lantai
Proses : Perpindahan
Syarat Drift Δs Dari analisa struktur, dibaca!!!!!Rumus Hasil Satuan (dari kombinasi khusus /7)
(0.03/R)*h' 14.82 mm 30 mm
Lantai Ke-hx Δs Drift Δs antar tingkat Syarat Drift Δs Ket.
cm mm mm mm
5 1680 12.00 2.05 14.82 …OK!
4 1260 9.95 3.33 14.82 …OK!
3 840 6.62 4.00 14.82 …OK!
2 420 2.62
Keterangan : Syarat Drift Δs > Drift Δs antar tingkat…….. (ok)
5.2. Kinerja Batas Ultimit ( Δm )
Proses :
Syarat Drift Δs
Rumus Hasil Satuan
0.02*h' 84.00 mm 0,7*R*Delta
Lantai Ke-hx Δs Drift Δm antar tingkat Syarat Drift Δm Ket.
cm mm mm mm
5 1360 12.00 71.39 84.00 …OK!
4 1020 9.95 59.20 84.00 …OK!
3 680 6.62 39.37 84.00 …OK!
2 340 2.62 15.59 84.00 …OK!
keterangan :Syarat Drift Δm > Drift Δm antar tingkat……(ok)
(SNI 1726-Pasal 4.3.6-Tabel 3)
Dari analisa struktur, dibaca!!!!!
TABLE: Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003 Frame DesignSect DesignType DesignOpt Status Location PMMCombo PMMAreaText Text Text Text Text mm Text mm2
2 KOLOM 70/50 Column Design No Messages 0 DCON1 35002 KOLOM 70/50 Column Design No Messages 2100 DCON1 35002 KOLOM 70/50 Column Design No Messages 4200 DCON1 35002 KOLOM 70/50 Column Design No Messages 0 DCON2 35002 KOLOM 70/50 Column Design No Messages 2100 DCON2 35002 KOLOM 70/50 Column Design No Messages 4200 DCON2 35002 KOLOM 70/50 Column Design No Messages 0 DCON3 35002 KOLOM 70/50 Column Design No Messages 2100 DCON3 35002 KOLOM 70/50 Column Design No Messages 4200 DCON3 35002 KOLOM 70/50 Column Design No Messages 0 DCON4 35002 KOLOM 70/50 Column Design No Messages 2100 DCON4 35002 KOLOM 70/50 Column Design No Messages 4200 DCON4 35002 KOLOM 70/50 Column Design No Messages 0 DCON5 35002 KOLOM 70/50 Column Design No Messages 2100 DCON5 35002 KOLOM 70/50 Column Design No Messages 4200 DCON5 35002 KOLOM 70/50 Column Design No Messages 0 DCON6 35002 KOLOM 70/50 Column Design No Messages 2100 DCON6 35002 KOLOM 70/50 Column Design No Messages 4200 DCON6 3500
PMMRatio VMajCombo VMajRebar VMinCombo VMinRebar ErrMsg WarnMsgUnitless Text mm2/mm Text mm2/mm Text Text
DCON1 0 DCON1 0 No Messages No MessagesDCON1 0 DCON1 0 No Messages No MessagesDCON1 0 DCON1 0 No Messages No MessagesDCON2 0 DCON2 0 No Messages No MessagesDCON2 0 DCON2 0 No Messages No MessagesDCON2 0 DCON2 0 No Messages No Messages
DCON3 (Sp) 0.804 DCON3 0 No Messages No MessagesDCON3 (Sp) 0.804 DCON3 0 No Messages No MessagesDCON3 (Sp) 0.804 DCON3 0 No Messages No MessagesDCON4 (Sp) 0.804 DCON4 0 No Messages No MessagesDCON4 (Sp) 0.804 DCON4 0 No Messages No MessagesDCON4 (Sp) 0.804 DCON4 0 No Messages No MessagesDCON5 (Sp) 0.804 DCON5 0 No Messages No MessagesDCON5 (Sp) 0.804 DCON5 0 No Messages No MessagesDCON5 (Sp) 0.804 DCON5 0 No Messages No MessagesDCON6 (Sp) 0.804 DCON6 0 No Messages No MessagesDCON6 (Sp) 0.804 DCON6 0 No Messages No MessagesDCON6 (Sp) 0.804 DCON6 0 No Messages No Messages
TABLE: Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003Frame DesignSect DesignType Status Location FTopComboText Text Text Text mm Text22 BALOK 30/45 Beam No Messages 0 DCON122 BALOK 30/45 Beam No Messages 466.67 DCON122 BALOK 30/45 Beam No Messages 933.33 DCON1 (Sp)22 BALOK 30/45 Beam No Messages 1400 DCON1 (Sp)22 BALOK 30/45 Beam No Messages 1866.67 DCON1 (Sp)22 BALOK 30/45 Beam No Messages 2333.33 DCON1 (Sp)22 BALOK 30/45 Beam No Messages 2800 DCON1 (Sp)22 BALOK 30/45 Beam No Messages 3266.67 DCON1 (Sp)22 BALOK 30/45 Beam No Messages 3733.33 DCON122 BALOK 30/45 Beam No Messages 4200 DCON122 BALOK 30/45 Beam No Messages 0 DCON222 BALOK 30/45 Beam No Messages 466.67 DCON222 BALOK 30/45 Beam No Messages 933.33 DCON2 (Sp)22 BALOK 30/45 Beam No Messages 1400 DCON2 (Sp)22 BALOK 30/45 Beam No Messages 1866.67 DCON2 (Sp)22 BALOK 30/45 Beam No Messages 2333.33 DCON2 (Sp)22 BALOK 30/45 Beam No Messages 2800 DCON2 (Sp)22 BALOK 30/45 Beam No Messages 3266.67 DCON2 (Sp)22 BALOK 30/45 Beam No Messages 3733.33 DCON222 BALOK 30/45 Beam No Messages 4200 DCON222 BALOK 30/45 Beam No Messages 0 DCON322 BALOK 30/45 Beam No Messages 466.67 DCON3 (Sp)22 BALOK 30/45 Beam No Messages 933.33 DCON3 (Sp)22 BALOK 30/45 Beam No Messages 1400 DCON3 (Sp)22 BALOK 30/45 Beam No Messages 1866.67 DCON3 (Sp)22 BALOK 30/45 Beam No Messages 2333.33 DCON3 (Sp)22 BALOK 30/45 Beam No Messages 2800 DCON3 (Sp)22 BALOK 30/45 Beam No Messages 3266.67 DCON322 BALOK 30/45 Beam No Messages 3733.33 DCON322 BALOK 30/45 Beam No Messages 4200 DCON322 BALOK 30/45 Beam No Messages 0 DCON422 BALOK 30/45 Beam No Messages 466.67 DCON422 BALOK 30/45 Beam No Messages 933.33 DCON422 BALOK 30/45 Beam No Messages 1400 DCON4 (Sp)22 BALOK 30/45 Beam No Messages 1866.67 DCON4 (Sp)22 BALOK 30/45 Beam No Messages 2333.33 DCON4 (Sp)22 BALOK 30/45 Beam No Messages 2800 DCON4 (Sp)22 BALOK 30/45 Beam No Messages 3266.67 DCON4 (Sp)22 BALOK 30/45 Beam No Messages 3733.33 DCON4 (Sp)22 BALOK 30/45 Beam No Messages 4200 DCON422 BALOK 30/45 Beam No Messages 0 DCON522 BALOK 30/45 Beam No Messages 466.67 DCON5 (Sp)22 BALOK 30/45 Beam No Messages 933.33 DCON5 (Sp)22 BALOK 30/45 Beam No Messages 1400 DCON5 (Sp)22 BALOK 30/45 Beam No Messages 1866.67 DCON5 (Sp)
22 BALOK 30/45 Beam No Messages 2333.33 DCON5 (Sp)22 BALOK 30/45 Beam No Messages 2800 DCON5 (Sp)22 BALOK 30/45 Beam No Messages 3266.67 DCON522 BALOK 30/45 Beam No Messages 3733.33 DCON522 BALOK 30/45 Beam No Messages 4200 DCON522 BALOK 30/45 Beam No Messages 0 DCON622 BALOK 30/45 Beam No Messages 466.67 DCON622 BALOK 30/45 Beam No Messages 933.33 DCON622 BALOK 30/45 Beam No Messages 1400 DCON6 (Sp)22 BALOK 30/45 Beam No Messages 1866.67 DCON6 (Sp)22 BALOK 30/45 Beam No Messages 2333.33 DCON6 (Sp)22 BALOK 30/45 Beam No Messages 2800 DCON6 (Sp)22 BALOK 30/45 Beam No Messages 3266.67 DCON6 (Sp)22 BALOK 30/45 Beam No Messages 3733.33 DCON6 (Sp)22 BALOK 30/45 Beam No Messages 4200 DCON6
FTopArea FBotCombo FBotArea VCombo VRebar TLngCombo TLngAreaTTrnCombo TTrnRebarmm2 Text mm2 Text mm2/mm Text mm2 Text mm2/mm
342.334 DCON1 (Sp) 170.103 DCON1 0 DCON1 0 DCON1 0137.55 DCON1 (Sp) 90.547 DCON1 0 DCON1 0 DCON1 090.547 DCON1 (Sp) 90.547 DCON1 0 DCON1 0 DCON1 090.547 DCON1 113.256 DCON1 0 DCON1 0 DCON1 090.547 DCON1 162.147 DCON1 0 DCON1 0 DCON1 090.547 DCON1 159.575 DCON1 0 DCON1 0 DCON1 090.547 DCON1 105.569 DCON1 0 DCON1 0 DCON1 090.547 DCON1 (Sp) 90.547 DCON1 0 DCON1 0 DCON1 0
155.536 DCON1 (Sp) 90.547 DCON1 0 DCON1 0 DCON1 0365.813 DCON1 (Sp) 181.69 DCON1 0 DCON1 0 DCON1 0485.835 DCON2 (Sp) 240.763 DCON2 0.345 DCON2 0 DCON2 0193.143 DCON2 (Sp) 129.764 DCON2 0.345 DCON2 0 DCON2 0129.764 DCON2 (Sp) 163.732 DCON2 0 DCON2 0 DCON2 0129.764 DCON2 294.256 DCON2 0 DCON2 0 DCON2 0129.764 DCON2 358.87 DCON2 0 DCON2 0 DCON2 0129.764 DCON2 356.633 DCON2 0 DCON2 0 DCON2 0129.764 DCON2 287.579 DCON2 0 DCON2 0 DCON2 0129.764 DCON2 (Sp) 152.711 DCON2 0 DCON2 0 DCON2 0224.151 DCON2 (Sp) 129.764 DCON2 0.345 DCON2 0 DCON2 0526.586 DCON2 (Sp) 260.759 DCON2 0.345 DCON2 0 DCON2 0
0 DCON3 304.208 DCON3 (Sp) 0.345 DCON3 0 DCON3 0274.906 DCON3 398.9 DCON3 (Sp) 0.345 DCON3 0 DCON3 0274.906 DCON3 430.466 DCON3 (Sp) 0.345 DCON3 0 DCON3 0274.906 DCON3 398.463 DCON3 (Sp) 0.345 DCON3 0 DCON3 0274.906 DCON3 303.339 DCON3 (Sp) 0.345 DCON3 0 DCON3 0274.906 DCON3 (Sp) 274.906 DCON3 (Sp) 0.345 DCON3 0 DCON3 0274.906 DCON3 (Sp) 274.906 DCON3 (Sp) 0.345 DCON3 0 DCON3 0352.68 DCON3 (Sp) 274.906 DCON3 (Sp) 0.345 DCON3 0 DCON3 0565.37 DCON3 (Sp) 274.906 DCON3 (Sp) 0.345 DCON3 0 DCON3 0
851.239 DCON3 (Sp) 555.457 DCON3 (Sp) 0.345 DCON3 0 DCON3 0872.645 DCON4 (Sp) 565.37 DCON4 (Sp) 0.345 DCON4 0 DCON4 0565.37 DCON4 (Sp) 281.586 DCON4 (Sp) 0.345 DCON4 0 DCON4 0
394.157 DCON4 (Sp) 281.586 DCON4 (Sp) 0.345 DCON4 0 DCON4 0281.586 DCON4 (Sp) 281.586 DCON4 (Sp) 0.345 DCON4 0 DCON4 0281.586 DCON4 (Sp) 281.586 DCON4 (Sp) 0.345 DCON4 0 DCON4 0281.586 DCON4 (Sp) 281.586 DCON4 (Sp) 0.345 DCON4 0 DCON4 0281.586 DCON4 327.904 DCON4 (Sp) 0.345 DCON4 0 DCON4 0281.586 DCON4 352.466 DCON4 (Sp) 0.345 DCON4 0 DCON4 0281.586 DCON4 313.827 DCON4 (Sp) 0.345 DCON4 0 DCON4 0
0 DCON4 212.521 DCON4 (Sp) 0.345 DCON4 0 DCON4 00 DCON5 499.508 DCON5 (Sp) 0.822 DCON5 0 DCON5 0
222.252 DCON5 477.246 DCON5 (Sp) 0.759 DCON5 0 DCON5 0222.252 DCON5 421.204 DCON5 (Sp) 0.696 DCON5 0 DCON5 0222.252 DCON5 331.799 DCON5 (Sp) 0.633 DCON5 0 DCON5 0222.252 DCON5 (Sp) 222.252 DCON5 (Sp) 0.57 DCON5 0 DCON5 0
222.252 DCON5 (Sp) 222.252 DCON5 (Sp) 0.576 DCON5 0 DCON5 0222.252 DCON5 (Sp) 222.252 DCON5 (Sp) 0.639 DCON5 0 DCON5 0352.094 DCON5 (Sp) 222.252 DCON5 (Sp) 0.702 DCON5 0 DCON5 0565.37 DCON5 (Sp) 222.252 DCON5 (Sp) 0.766 DCON5 0 DCON5 0
683.802 DCON5 (Sp) 448.164 DCON5 (Sp) 0.829 DCON5 0 DCON5 0718.675 DCON6 (Sp) 470.592 DCON6 (Sp) 0.822 DCON6 0 DCON6 0565.37 DCON6 (Sp) 233.276 DCON6 (Sp) 0.759 DCON6 0 DCON6 0403.4 DCON6 (Sp) 233.276 DCON6 (Sp) 0.696 DCON6 0 DCON6 0
233.276 DCON6 (Sp) 233.276 DCON6 (Sp) 0.633 DCON6 0 DCON6 0233.276 DCON6 (Sp) 233.276 DCON6 (Sp) 0.57 DCON6 0 DCON6 0233.276 DCON6 (Sp) 233.276 DCON6 (Sp) 0.576 DCON6 0 DCON6 0233.276 DCON6 267.425 DCON6 (Sp) 0.639 DCON6 0 DCON6 0233.276 DCON6 353.052 DCON6 (Sp) 0.702 DCON6 0 DCON6 0233.276 DCON6 405.444 DCON6 (Sp) 0.766 DCON6 0 DCON6 0
0 DCON6 424.216 DCON6 (Sp) 0.829 DCON6 0 DCON6 0
ErrMsg WarnMsgText Text
No Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No Messages
No Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No MessagesNo Messages No Messages
ELEMENT FORCES - LANTAI 2, CENTERLINE 5
Frame Station CaseType P V2 M3 V3 T M2 S11Max S11Min
m Kgf Kgf Kgf-m Kgf Kgf-m Kgf-m Kgf/m2 m m Kgf/m2 m m m
2 0 COMB1 Combination -11516.26 -680.07 -1453.63 0 0 0 16935.27 3 0.25 -0.35 -82742.46 1 -0.25 -0.35 2-1 0
2 2.1 COMB1 Combination -11516.26 -680.07 -25.48 0 0 0 -32029.99 3 0.25 -0.35 -33777.2 1 -0.25 -0.35 2-1 2.1
2 4.2 COMB1 Combination -11516.26 -680.07 1402.67 0 0 0 15188.06 1 -0.25 -0.35 -80995.26 3 0.25 -0.35 2-1 4.2
2 0 COMB2 Combination -15470.49 -962.94 -2059.98 0 0 0 26426.6 3 0.25 -0.35 -114829.41 1 -0.25 -0.35 2-1 0
2 2.1 COMB2 Combination -15470.49 -962.94 -37.81 0 0 0 -42905.03 3 0.25 -0.35 -45497.78 1 -0.25 -0.35 2-1 2.1
2 4.2 COMB2 Combination -15470.49 -962.94 1984.36 0 0 0 23833.85 1 -0.25 -0.35 -112236.66 3 0.25 -0.35 2-1 4.2
2 0 COMB3 Combination -7713.8 1069.91 2165.43 0 0 0 52203.78 1 -0.25 -0.35 -96282.66 3 0.25 -0.35 2-1 0
2 2.1 COMB3 Combination -7713.8 1069.91 -81.38 0 0 0 -19249.17 3 0.25 -0.35 -24829.71 1 -0.25 -0.35 2-1 2.1
2 4.2 COMB3 Combination -7713.8 1069.91 -2328.19 0 0 0 57784.33 3 0.25 -0.35 -101863.2 1 -0.25 -0.35 2-1 4.2
2 0 COMB4 Combination -19027.62 -2710.77 -5674.89 0 0 0 140202.88 3 0.25 -0.35 -248932.13 1 -0.25 -0.35 2-1 0
2 2.1 COMB4 Combination -19027.62 -2710.77 17.74 0 0 0 -53756.43 1 -0.25 -0.35 -54972.83 3 0.25 -0.35 2-1 2.1
2 4.2 COMB4 Combination -19027.62 -2710.77 5710.36 0 0 0 141419.27 1 -0.25 -0.35 -250148.53 3 0.25 -0.35 2-1 4.2
2 0 COMB5 Combination -1746.4 1453.15 2985.68 0 0 0 97376.38 1 -0.25 -0.35 -107355.81 3 0.25 -0.35 2-1 0
2 2.1 COMB5 Combination -1746.4 1453.15 -65.94 0 0 0 -2728.88 3 0.25 -0.35 -7250.55 1 -0.25 -0.35 2-1 2.1
2 4.2 COMB5 Combination -1746.4 1453.15 -3117.56 0 0 0 101898.05 3 0.25 -0.35 -111877.48 1 -0.25 -0.35 2-1 4.2
2 0 COMB6 Combination -16021.54 -2502.41 -5228.43 0 0 0 133484.51 3 0.25 -0.35 -225036.18 1 -0.25 -0.35 2-1 0
2 2.1 COMB6 Combination -16021.54 -2502.41 26.63 0 0 0 -44862.84 1 -0.25 -0.35 -46688.82 3 0.25 -0.35 2-1 2.1
2 4.2 COMB6 Combination -16021.54 -2502.41 5281.68 0 0 0 135310.5 1 -0.25 -0.35 -226862.16 3 0.25 -0.35 2-1 4.2
2 0 COMB7 Combination 5656.91 1890.34 3920.16 0 0 0 150567.96 1 -0.25 -0.35 -118242.77 3 0.25 -0.35 2-1 0
2 2.1 COMB7 Combination 5656.91 1890.34 -49.56 0 0 0 17861.83 3 0.25 -0.35 14463.36 1 -0.25 -0.35 2-1 2.1
2 4.2 COMB7 Combination 5656.91 1890.34 -4019.28 0 0 0 153966.43 3 0.25 -0.35 -121641.24 1 -0.25 -0.35 2-1 4.2
6 0 COMB1 Combination -34722.28 -1130.79 -2415.43 0 0 0 -16391.83 3 0.25 -0.35 -182021.2 1 -0.25 -0.35 6-1 0
6 2.1 COMB1 Combination -34722.28 -1130.79 -40.77 0 0 0 -97808.76 3 0.25 -0.35 -100604.28 1 -0.25 -0.35 6-1 2.1
6 4.2 COMB1 Combination -34722.28 -1130.79 2333.89 0 0 0 -19187.35 1 -0.25 -0.35 -179225.68 3 0.25 -0.35 6-1 4.2
6 0 COMB2 Combination -46208.65 -1586.44 -3394.34 0 0 0 -15647.51 3 0.25 -0.35 -248401.94 1 -0.25 -0.35 6-1 0
6 2.1 COMB2 Combination -46208.65 -1586.44 -62.82 0 0 0 -129871 3 0.25 -0.35 -134178.46 1 -0.25 -0.35 6-1 2.1
6 4.2 COMB2 Combination -46208.65 -1586.44 3268.7 0 0 0 -19954.97 1 -0.25 -0.35 -244094.49 3 0.25 -0.35 6-1 4.2
6 0 COMB3 Combination -39365.25 2768.8 5830.14 0 0 0 87418.29 1 -0.25 -0.35 -312362.59 3 0.25 -0.35 6-1 0
6 2.1 COMB3 Combination -39365.25 2768.8 15.67 0 0 0 -111934.96 1 -0.25 -0.35 -113009.33 3 0.25 -0.35 6-1 2.1
6 4.2 COMB3 Combination -39365.25 2768.8 -5798.8 0 0 0 86343.92 3 0.25 -0.35 -311288.21 1 -0.25 -0.35 6-1 4.2
6 0 COMB4 Combination -40717.03 -5478.78 -11625.83 0 0 0 282265.59 3 0.25 -0.35 -514934.35 1 -0.25 -0.35 6-1 0
6 2.1 COMB4 Combination -40717.03 -5478.78 -120.4 0 0 0 -112206.47 3 0.25 -0.35 -120462.29 1 -0.25 -0.35 6-1 2.1
6 4.2 COMB4 Combination -40717.03 -5478.78 11385.04 0 0 0 274009.77 1 -0.25 -0.35 -506678.54 3 0.25 -0.35 6-1 4.2
6 0 COMB5 Combination -21645.58 3396.85 7175.21 0 0 0 184162.69 1 -0.25 -0.35 -307851.69 3 0.25 -0.35 6-1 0
6 2.1 COMB5 Combination -21645.58 3396.85 41.82 0 0 0 -60410.51 1 -0.25 -0.35 -63278.49 3 0.25 -0.35 6-1 2.1
6 4.2 COMB5 Combination -21645.58 3396.85 -7091.56 0 0 0 181294.72 3 0.25 -0.35 -304983.72 1 -0.25 -0.35 6-1 4.2
6 0 COMB6 Combination -31925.94 -5141.5 -10901.87 0 0 0 282561.44 3 0.25 -0.35 -464995.41 1 -0.25 -0.35 6-1 0
6 2.1 COMB6 Combination -31925.94 -5141.5 -104.72 0 0 0 -87626.45 3 0.25 -0.35 -94807.51 1 -0.25 -0.35 6-1 2.1
6 4.2 COMB6 Combination -31925.94 -5141.5 10692.42 0 0 0 275380.38 1 -0.25 -0.35 -457814.34 3 0.25 -0.35 6-1 4.2
6 0 COMB7 Combination 675.89 4123.79 8727.99 0 0 0 301176.32 1 -0.25 -0.35 -297314.09 3 0.25 -0.35 6-1 0
6 2.1 COMB7 Combination 675.89 4123.79 68.03 0 0 0 4263.66 1 -0.25 -0.35 -401.43 3 0.25 -0.35 6-1 2.1
6 4.2 COMB7 Combination 675.89 4123.79 -8591.92 0 0 0 296511.23 3 0.25 -0.35 -292648.99 1 -0.25 -0.35 6-1 4.2
10 0 COMB1 Combination -47087 3.12E-12 3.57E-12 0 0 0 -134534.3 1 -0.35 -0.25 -134534.3 3 0.35 -0.25 10-1 0
10 2.1 COMB1 Combination -47087 3.12E-12 -2.98E-12 0 0 0 -134534.3 3 0.35 -0.25 -134534.3 1 -0.35 -0.25 10-1 2.1
10 4.2 COMB1 Combination -47087 3.12E-12 -9.52E-12 0 0 0 -134534.3 3 0.35 -0.25 -134534.3 1 -0.35 -0.25 10-1 4.2
10 0 COMB2 Combination -62422.74 5.42E-12 7.48E-12 0 0 0 -178350.69 1 -0.35 -0.25 -178350.69 3 0.35 -0.25 10-1 0
10 2.1 COMB2 Combination -62422.74 5.42E-12 -3.91E-12 0 0 0 -178350.69 3 0.35 -0.25 -178350.69 1 -0.35 -0.25 10-1 2.1
10 4.2 COMB2 Combination -62422.74 5.42E-12 -1.53E-11 0 0 0 -178350.69 3 0.35 -0.25 -178350.69 1 -0.35 -0.25 10-1 4.2
10 0 COMB3 Combination -54170.59 5535.99 11654.79 0 0 0 130650.37 1 -0.35 -0.25 -440196.61 3 0.35 -0.25 10-1 0
10 2.1 COMB3 Combination -54170.59 5535.99 29.21 0 0 0 -154057.69 1 -0.35 -0.25 -155488.55 3 0.35 -0.25 10-1 2.1
10 4.2 COMB3 Combination -54170.59 5535.99 -11596.37 0 0 0 129219.5 3 0.35 -0.25 -438765.74 1 -0.35 -0.25 10-1 4.2
10 0 COMB4 Combination -54128.05 -5535.99 -11654.79 0 0 0 130771.91 3 0.35 -0.25 -440075.07 1 -0.35 -0.25 10-1 0
10 2.1 COMB4 Combination -54128.05 -5535.99 -29.21 0 0 0 -153936.14 3 0.35 -0.25 -155367.01 1 -0.35 -0.25 10-1 2.1
10 4.2 COMB4 Combination -54128.05 -5535.99 11596.37 0 0 0 129341.04 1 -0.35 -0.25 -438644.2 3 0.35 -0.25 10-1 4.2
10 0 COMB5 Combination -30291.49 5535.99 11654.79 0 0 0 198876.38 1 -0.35 -0.25 -371970.6 3 0.35 -0.25 10-1 0
10 2.1 COMB5 Combination -30291.49 5535.99 29.21 0 0 0 -85831.67 1 -0.35 -0.25 -87262.54 3 0.35 -0.25 10-1 2.1
10 4.2 COMB5 Combination -30291.49 5535.99 -11596.37 0 0 0 197445.51 3 0.35 -0.25 -370539.73 1 -0.35 -0.25 10-1 4.2
10 0 COMB6 Combination -42357.03 -5535.99 -11654.79 0 0 0 164403.39 3 0.35 -0.25 -406443.59 1 -0.35 -0.25 10-1 0
10 2.1 COMB6 Combination -42357.03 -5535.99 -29.21 0 0 0 -120304.66 3 0.35 -0.25 -121735.53 1 -0.35 -0.25 10-1 2.1
10 4.2 COMB6 Combination -42357.03 -5535.99 11596.37 0 0 0 162972.52 1 -0.35 -0.25 -405012.72 3 0.35 -0.25 10-1 4.2
10 0 COMB7 Combination -21.27 5535.99 11654.79 0 0 0 285362.72 1 -0.35 -0.25 -285484.26 3 0.35 -0.25 10-1 0
10 2.1 COMB7 Combination -21.27 5535.99 29.21 0 0 0 654.66 1 -0.35 -0.25 -776.21 3 0.35 -0.25 10-1 2.1
10 4.2 COMB7 Combination -21.27 5535.99 -11596.37 0 0 0 283931.85 3 0.35 -0.25 -284053.39 1 -0.35 -0.25 10-1 4.2
14 0 COMB1 Combination -34722.28 1130.79 2415.43 0 0 0 -16391.83 1 -0.25 -0.35 -182021.2 3 0.25 -0.35 14-1 0
14 2.1 COMB1 Combination -34722.28 1130.79 40.77 0 0 0 -97808.76 1 -0.25 -0.35 -100604.28 3 0.25 -0.35 14-1 2.1
14 4.2 COMB1 Combination -34722.28 1130.79 -2333.89 0 0 0 -19187.35 3 0.25 -0.35 -179225.68 1 -0.25 -0.35 14-1 4.2
14 0 COMB2 Combination -46208.65 1586.44 3394.34 0 0 0 -15647.51 1 -0.25 -0.35 -248401.94 3 0.25 -0.35 14-1 0
14 2.1 COMB2 Combination -46208.65 1586.44 62.82 0 0 0 -129871 1 -0.25 -0.35 -134178.46 3 0.25 -0.35 14-1 2.1
14 4.2 COMB2 Combination -46208.65 1586.44 -3268.7 0 0 0 -19954.97 3 0.25 -0.35 -244094.49 1 -0.25 -0.35 14-1 4.2
14 0 COMB3 Combination -40754.92 5457.48 11583.48 0 0 0 280705.16 1 -0.25 -0.35 -513590.42 3 0.25 -0.35 14-1 0
14 2.1 COMB3 Combination -40754.92 5457.48 122.76 0 0 0 -112233.64 1 -0.25 -0.35 -120651.62 3 0.25 -0.35 14-1 2.1
14 4.2 COMB3 Combination -40754.92 5457.48 -11337.95 0 0 0 272287.18 3 0.25 -0.35 -505172.43 1 -0.25 -0.35 14-1 4.2
14 0 COMB4 Combination -39327.36 -2747.5 -5787.78 0 0 0 86074.36 3 0.25 -0.35 -310802.16 1 -0.25 -0.35 14-1 0
Output Case
PtS11Max
x2S11Max
x3S11Max
PtS11Min
x2S11Min
x3S11Min
Frame Elem
Elem Station
14 2.1 COMB4 Combination -39327.36 -2747.5 -18.03 0 0 0 -111745.63 3 0.25 -0.35 -112982.17 1 -0.25 -0.35 14-1 2.1
14 4.2 COMB4 Combination -39327.36 -2747.5 5751.72 0 0 0 84837.82 1 -0.25 -0.35 -309565.62 3 0.25 -0.35 14-1 4.2
14 0 COMB5 Combination -23035.24 4829.43 10238.41 0 0 0 285216.05 1 -0.25 -0.35 -416846.02 3 0.25 -0.35 14-1 0
14 2.1 COMB5 Combination -23035.24 4829.43 96.61 0 0 0 -62502.79 1 -0.25 -0.35 -69127.17 3 0.25 -0.35 14-1 2.1
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30 3 COMB7 Combination -1432.63 3037.37 212.54 0 0 0 3848.96 1 -0.3 -0.15 -19767.05 3 0.3 -0.15 30-1 3
30 3.5 COMB7 Combination -1432.63 3037.37 -1306.14 0 0 0 64604.22 3 0.3 -0.15 -80522.31 1 -0.3 -0.15 30-1 3.5
30 4 COMB7 Combination -1432.63 3037.37 -2824.82 0 0 0 148975.49 3 0.3 -0.15 -164893.58 1 -0.3 -0.15 30-1 4
30 4.5 COMB7 Combination -1432.63 3037.37 -4343.5 0 0 0 233346.77 3 0.3 -0.15 -249264.85 1 -0.3 -0.15 30-1 4.5
30 5 COMB7 Combination -1432.63 3037.37 -5862.19 0 0 0 317718.04 3 0.3 -0.15 -333636.12 1 -0.3 -0.15 30-1 5
30 5.5 COMB7 Combination -1432.63 3037.37 -7380.87 0 0 0 402089.31 3 0.3 -0.15 -418007.39 1 -0.3 -0.15 30-1 5.5
30 6 COMB7 Combination -1432.63 3037.37 -8899.55 0 0 0 486460.58 3 0.3 -0.15 -502378.67 1 -0.3 -0.15 30-1 6
34 0 COMB1 Combination 10.53 -4205.64 -3056.4 0 0 0 301945.1 3 0.225 -0.15 -301789.07 1 -0.225 -0.15 34-1 0
34 0.46667 COMB1 Combination 10.53 -3281.3 -1309.45 0 0 0 129406.64 3 0.225 -0.15 -129250.61 1 -0.225 -0.15 34-1 0.46667
34 0.93333 COMB1 Combination 10.53 -2356.96 6.14 0 0 0 684.7 1 -0.225 -0.15 -528.67 3 0.225 -0.15 34-1 0.93333
34 1.4 COMB1 Combination 10.53 -1432.63 890.38 0 0 0 88016.87 1 -0.225 -0.15 -87860.84 3 0.225 -0.15 34-1 1.4
34 1.86667 COMB1 Combination 10.53 -508.29 1343.26 0 0 0 132745.9 1 -0.225 -0.15 -132589.87 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB1 Combination 10.53 416.04 1364.79 0 0 0 134871.79 1 -0.225 -0.15 -134715.76 3 0.225 -0.15 34-1 2.33333
34 2.8 COMB1 Combination 10.53 1340.38 954.95 0 0 0 94394.54 1 -0.225 -0.15 -94238.51 3 0.225 -0.15 34-1 2.8
34 3.26667 COMB1 Combination 10.53 2264.72 113.77 0 0 0 11314.14 1 -0.225 -0.15 -11158.11 3 0.225 -0.15 34-1 3.26667
34 3.73333 COMB1 Combination 10.53 3189.05 -1158.78 0 0 0 114525.42 3 0.225 -0.15 -114369.39 1 -0.225 -0.15 34-1 3.73333
34 4.2 COMB1 Combination 10.53 4113.39 -2862.68 0 0 0 282812.09 3 0.225 -0.15 -282656.06 1 -0.225 -0.15 34-1 4.2
34 0 COMB2 Combination 20.47 -5996.46 -4373.98 0 0 0 432149.3 3 0.225 -0.15 -431845.99 1 -0.225 -0.15 34-1 0
34 0.46667 COMB2 Combination 20.47 -4681.5 -1882.45 0 0 0 186072.81 3 0.225 -0.15 -185769.5 1 -0.225 -0.15 34-1 0.46667
34 0.93333 COMB2 Combination 20.47 -3366.55 -4.57 0 0 0 603.27 3 0.225 -0.15 -299.96 1 -0.225 -0.15 34-1 0.93333
34 1.4 COMB2 Combination 20.47 -2051.59 1259.66 0 0 0 124562.6 1 -0.225 -0.15 -124259.29 3 0.225 -0.15 34-1 1.4
34 1.86667 COMB2 Combination 20.47 -736.64 1910.25 0 0 0 188818.21 1 -0.225 -0.15 -188514.9 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB2 Combination 20.47 578.31 1947.19 0 0 0 192466.84 1 -0.225 -0.15 -192163.54 3 0.225 -0.15 34-1 2.33333
34 2.8 COMB2 Combination 20.47 1893.27 1370.49 0 0 0 135508.52 1 -0.225 -0.15 -135205.21 3 0.225 -0.15 34-1 2.8
34 3.26667 COMB2 Combination 20.47 3208.22 180.14 0 0 0 17943.23 1 -0.225 -0.15 -17639.92 3 0.225 -0.15 34-1 3.26667
34 3.73333 COMB2 Combination 20.47 4523.18 -1623.85 0 0 0 160532.33 3 0.225 -0.15 -160229.02 1 -0.225 -0.15 34-1 3.73333
34 4.2 COMB2 Combination 20.47 5838.13 -4041.49 0 0 0 399311.55 3 0.225 -0.15 -399008.24 1 -0.225 -0.15 34-1 4.2
34 0 COMB3 Combination -446.19 -2392.3 1732.37 0 0 0 167793.01 1 -0.225 -0.15 -174403.22 3 0.225 -0.15 34-1 0
34 0.46667 COMB3 Combination -446.19 -1273.34 2587.68 0 0 0 252268.61 1 -0.225 -0.15 -258878.81 3 0.225 -0.15 34-1 0.46667
34 0.93333 COMB3 Combination -446.19 -154.39 2920.82 0 0 0 285170.99 1 -0.225 -0.15 -291781.19 3 0.225 -0.15 34-1 0.93333
34 1.4 COMB3 Combination -446.19 964.57 2731.78 0 0 0 266500.15 1 -0.225 -0.15 -273110.35 3 0.225 -0.15 34-1 1.4
34 1.86667 COMB3 Combination -446.19 2083.52 2020.56 0 0 0 196256.1 1 -0.225 -0.15 -202866.3 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB3 Combination -446.19 3202.48 787.16 0 0 0 74438.82 1 -0.225 -0.15 -81049.02 3 0.225 -0.15 34-1 2.33333
34 2.8 COMB3 Combination -446.19 4321.43 -968.42 0 0 0 92341.48 3 0.225 -0.15 -98951.68 1 -0.225 -0.15 34-1 2.8
34 3.26667 COMB3 Combination -446.19 5440.39 -3246.18 0 0 0 317305.19 3 0.225 -0.15 -323915.4 1 -0.225 -0.15 34-1 3.26667
34 3.73333 COMB3 Combination -446.19 6559.34 -6046.12 0 0 0 593842.13 3 0.225 -0.15 -600452.33 1 -0.225 -0.15 34-1 3.73333
34 4.2 COMB3 Combination -446.19 7678.3 -9368.23 0 0 0 921952.28 3 0.225 -0.15 -928562.49 1 -0.225 -0.15 34-1 4.2
34 0 COMB4 Combination 478.55 -7806.9 -9164.67 0 0 0 908697.4 3 0.225 -0.15 -901607.76 1 -0.225 -0.15 34-1 0
34 0.46667 COMB4 Combination 478.55 -6687.95 -5782.54 0 0 0 574659.81 3 0.225 -0.15 -567570.16 1 -0.225 -0.15 34-1 0.46667
34 0.93333 COMB4 Combination 478.55 -5568.99 -2922.59 0 0 0 292195.43 3 0.225 -0.15 -285105.79 1 -0.225 -0.15 34-1 0.93333
34 1.4 COMB4 Combination 478.55 -4450.04 -584.81 0 0 0 61304.27 3 0.225 -0.15 -54214.63 1 -0.225 -0.15 34-1 1.4
34 1.86667 COMB4 Combination 478.55 -3331.08 1230.78 0 0 0 125103.31 1 -0.225 -0.15 -118013.67 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB4 Combination 478.55 -2212.13 2524.19 0 0 0 252848.03 1 -0.225 -0.15 -245758.39 3 0.225 -0.15 34-1 2.33333
34 2.8 COMB4 Combination 478.55 -1093.17 3295.43 0 0 0 329019.53 1 -0.225 -0.15 -321929.89 3 0.225 -0.15 34-1 2.8
34 3.26667 COMB4 Combination 478.55 25.78 3544.49 0 0 0 353617.81 1 -0.225 -0.15 -346528.17 3 0.225 -0.15 34-1 3.26667
34 3.73333 COMB4 Combination 478.55 1144.74 3271.37 0 0 0 326642.87 1 -0.225 -0.15 -319553.23 3 0.225 -0.15 34-1 3.73333
34 4.2 COMB4 Combination 478.55 2263.69 2476.07 0 0 0 248094.72 1 -0.225 -0.15 -241005.07 3 0.225 -0.15 34-1 4.2
34 0 COMB5 Combination -455.6 3.68 3483.69 0 0 0 340693.13 1 -0.225 -0.15 -347442.75 3 0.225 -0.15 34-1 0
34 0.46667 COMB5 Combination -455.6 597.89 3343.32 0 0 0 326829.71 1 -0.225 -0.15 -333579.32 3 0.225 -0.15 34-1 0.46667
34 0.93333 COMB5 Combination -455.6 1192.11 2925.65 0 0 0 285578.55 1 -0.225 -0.15 -292328.17 3 0.225 -0.15 34-1 0.93333
34 1.4 COMB5 Combination -455.6 1786.33 2230.68 0 0 0 216939.66 1 -0.225 -0.15 -223689.28 3 0.225 -0.15 34-1 1.4
34 1.86667 COMB5 Combination -455.6 2380.54 1258.41 0 0 0 120913.04 1 -0.225 -0.15 -127662.66 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB5 Combination -455.6 2974.76 8.84 0 0 0 -2501.31 1 -0.225 -0.15 -4248.3 3 0.225 -0.15 34-1 2.33333
34 2.8 COMB5 Combination -455.6 3568.97 -1518.03 0 0 0 146553.79 3 0.225 -0.15 -153303.4 1 -0.225 -0.15 34-1 2.8
34 3.26667 COMB5 Combination -455.6 4163.19 -3322.2 0 0 0 324743.61 3 0.225 -0.15 -331493.23 1 -0.225 -0.15 34-1 3.26667
34 3.73333 COMB5 Combination -455.6 4757.41 -5403.67 0 0 0 530321.16 3 0.225 -0.15 -537070.78 1 -0.225 -0.15 34-1 3.73333
34 4.2 COMB5 Combination -455.6 5351.62 -7762.45 0 0 0 763286.45 3 0.225 -0.15 -770036.07 1 -0.225 -0.15 34-1 4.2
34 0 COMB6 Combination 471.85 -6492.37 -8199.28 0 0 0 813300.89 3 0.225 -0.15 -806310.55 1 -0.225 -0.15 34-1 0
34 0.46667 COMB6 Combination 471.85 -5660.47 -5363.62 0 0 0 533235.29 3 0.225 -0.15 -526244.94 1 -0.225 -0.15 34-1 0.46667
34 0.93333 COMB6 Combination 471.85 -4828.57 -2916.18 0 0 0 291512.51 3 0.225 -0.15 -284522.16 1 -0.225 -0.15 34-1 0.93333
34 1.4 COMB6 Combination 471.85 -3996.67 -856.95 0 0 0 88132.56 3 0.225 -0.15 -81142.21 1 -0.225 -0.15 34-1 1.4
34 1.86667 COMB6 Combination 471.85 -3164.77 814.05 0 0 0 83894.92 1 -0.225 -0.15 -76904.57 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB6 Combination 471.85 -2332.86 2096.83 0 0 0 210589.21 1 -0.225 -0.15 -203598.87 3 0.225 -0.15 34-1 2.33333
34 2.8 COMB6 Combination 471.85 -1500.96 2991.39 0 0 0 298940.69 1 -0.225 -0.15 -291950.34 3 0.225 -0.15 34-1 2.8
34 3.26667 COMB6 Combination 471.85 -669.06 3497.72 0 0 0 348949.33 1 -0.225 -0.15 -341958.99 3 0.225 -0.15 34-1 3.26667
34 3.73333 COMB6 Combination 471.85 162.84 3615.84 0 0 0 360615.15 1 -0.225 -0.15 -353624.8 3 0.225 -0.15 34-1 3.73333
34 4.2 COMB6 Combination 471.85 994.75 3345.74 0 0 0 333938.14 1 -0.225 -0.15 -326947.8 3 0.225 -0.15 34-1 4.2
34 0 COMB7 Combination -462.37 2707.3 5448.52 0 0 0 534700.39 1 -0.225 -0.15 -541550.31 3 0.225 -0.15 34-1 0
34 0.46667 COMB7 Combination -462.37 2707.3 4185.11 0 0 0 409919.39 1 -0.225 -0.15 -416769.31 3 0.225 -0.15 34-1 0.46667
34 0.93333 COMB7 Combination -462.37 2707.3 2921.7 0 0 0 285138.39 1 -0.225 -0.15 -291988.31 3 0.225 -0.15 34-1 0.93333
34 1.4 COMB7 Combination -462.37 2707.3 1658.3 0 0 0 160357.39 1 -0.225 -0.15 -167207.31 3 0.225 -0.15 34-1 1.4
34 1.86667 COMB7 Combination -462.37 2707.3 394.89 0 0 0 35576.39 1 -0.225 -0.15 -42426.31 3 0.225 -0.15 34-1 1.86667
34 2.33333 COMB7 Combination -462.37 2707.3 -868.52 0 0 0 82354.69 3 0.225 -0.15 -89204.61 1 -0.225 -0.15 34-1 2.33333
34 2.8 COMB7 Combination -462.37 2707.3 -2131.93 0 0 0 207135.68 3 0.225 -0.15 -213985.6 1 -0.225 -0.15 34-1 2.8
34 3.26667 COMB7 Combination -462.37 2707.3 -3395.33 0 0 0 331916.68 3 0.225 -0.15 -338766.6 1 -0.225 -0.15 34-1 3.26667
34 3.73333 COMB7 Combination -462.37 2707.3 -4658.74 0 0 0 456697.68 3 0.225 -0.15 -463547.6 1 -0.225 -0.15 34-1 3.73333
34 4.2 COMB7 Combination -462.37 2707.3 -5922.15 0 0 0 581478.68 3 0.225 -0.15 -588328.6 1 -0.225 -0.15 34-1 4.2
Hasil Analisa Struktur Pada Lantai 2, Centerline 5
Balok Eksterior
No Kombinasi LOKASIBalok 22
1 1.4 DLEksterior/Tumpuan kiri 10.53 -4113.39 -2862.68
Interior/Tumpuan kanan 10.53 4205.64 -3056.40
2 1.2DL + 1.6LLEksterior/Tumpuan kiri 20.47 -5838.13 -4041.49
Interior/Tumpuan kanan 20.47 5996.46 -4373.98
3 1.2DL + 1.0LL + 1.0EEksterior/Tumpuan kiri -3684.42 -2234.06 2547.38
Interior/Tumpuan kanan -3684.42 7836.54 -9217.83
4 1.2DL + 1.0LL - 1.0EEksterior/Tumpuan kiri 3716.78 -7707.93 -9439.54
Interior/Tumpuan kanan 3716.78 2362.66 1785.53
5 0.9DL + 1.0 EEksterior/Tumpuan kiri -3693.83 92.62 4153.16
Interior/Tumpuan kanan -3693.83 5440.56 -7466.51
6 0.9DL - 1.0 EEksterior/Tumpuan kiri 3710.08 -6438.99 -8569.87
Interior/Tumpuan kanan 3710.08 1048.13 2750.91
Balok Interior
No Kombinasi LOKASIBalok 26
1 1.4 DLEksterior/Tumpuan kiri -2.99 2736.94 -7737.70
Interior/Tumpuan kanan -2.99 8348.67 -8341.51
2 1.2DL + 1.6LLEksterior/Tumpuan kiri 22.95 -11533.46 -10947.91
Interior/Tumpuan kanan 22.95 11828.25 -11832.27
3 1.2DL + 1.0LL + 1.0EEksterior/Tumpuan kiri -2721.58 -6779.29 -387.43
Interior/Tumpuan kanan -2721.58 13124.08 -19421.79
4 1.2DL + 1.0LL - 1.0EEksterior/Tumpuan kiri 2748.35 -12875.14 -18271.70
Interior/Tumpuan kanan 2748.35 7028.23 -730.95
5 0.9DL + 1.0 EEksterior/Tumpuan kiri -2736.88 -2189.69 3967.90
Interior/Tumpuan kanan -2736.88 8414.93 -14707.82
6 0.9DL - 1.0 EEksterior/Tumpuan kiri 2732.27 -10380.58 -15906.07
Interior/Tumpuan kanan 2732.27 4465.87 1838.07
N (kg) D (kg) M (kgm)
N (kg) D (kg) M (kgm)
Balok Eksterior
Balok 22 Balok 34
1364.79 10.53 -4205.64 -3056.40 1364.79
10.53 4113.39 -2862.68
1947.19 20.47 -5996.46 -4373.98 1947.19
20.47 5838.13 -4041.49
3588.14 -446.19 -2392.30 1732.37 2920.82
-446.19 7678.30 -9368.23
2946.32 478.55 -7806.90 -9164.67 3544.49
478.55 2263.69 2476.07
2946.32 -455.60 3.68 3483.69 3343.32
-455.60 5351.62 -7762.45
3045.93 471.85 -6492.37 -8199.28 3615.84
471.85 994.75 3345.74
Balok Interior
Balok 26 Balok 30
4332.44 -2.99 -8348.67 -8341.51 4332.44
-2.99 8147.40 -7737.70
6131.19 22.95 -11828.25 -11832.27 6131.19
22.95 11533.46 -10947.91
6536.70 -1419.24 -7038.79 -751.73 6691.39
-1419.24 12864.58 -18229.11
6691.05 1446.01 -13113.52 -19401.01 6515.24
1446.01 6789.85 -430.01
5273.87 -1434.55 -2329.63 3962.24 5468.33
-1434.55 8274.98 -13873.79
5820.99 1429.94 -10551.16 -16832.00 5594.85
1429.94 4295.29 1935.62
M-Span (kgm) N (kg) D (kg) M (kgm) M-Span (kgm)
M-Span (kgm) N (kg) D (kg) M (kgm) M-Span (kgm)
4153.16 Kgm
-9439.54 Kgm
Gempa Kanan
Gempa Kiri
3967.90 Kgm
-19401.01 Kgm
Gempa Kanan
Gempa Kiri
BALOK 22 DAN 44
4153.16 Kgm 3345.74 Kgm
-9439.54 Kgm -9368.23 Kgm
3615.84 Kgm
3615.84 Kgm
BALOK 26 DAN 30
3967.90 Kgm 1935.62 Kgm
-19401.01 Kgm -19421.79 Kgm
6691.39 Kgm
6691.39 Kgm