Perhitungan Struktur Ultima Medika

PERHITUNGAN STRUKTUR RS. ULTIMA MEDIKA LOMBOK Jl. MAJAPAHIT NUSA TENGGARA BARAT

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LAPORAN PERENCANAAN STRUKTUR

PEKERJAAN : GEDUNG RUMAH SAKIT ULTIMA MEDIKA

LOMBOK LOKASI : JL.Majapait Nusa Tenggara Barat

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BAB I KRITERIA DESAIN DAN PENJELASAN UMUM

PROYEK : GEDUNG RUMAH SAKIT ULTIMA MEDIKA

LOMBOK LOKASI : JL.Majapait Nusa Tenggara Barat

1.1 Spesifikasi Bangunan

Bangunan yang direncanakan adalah bangunan gedung 8 lantai ditambah dengan 1 lantai basement. Fungsi bangunan untuk rumah sakit, berlokasi di JL.Majapait Nusa Tenggara Barat, dengan data ketinggian sebagai berikut: No Lantai Tinggi tingkat dari base

(m) Elevasi dari base

(m) 1 Satu 4.20 + 0.00 2 Dua 4.20 + 4.20 3 Tiga 4.20 + 8.40 4 Empat 4.20 + 12.60 5 Lima 4.20 + 16.80 6 Atap 3.00 + 19.80

Sistem struktur atas terdiri atas pelat lantai, balok anak, balok induk, kolom dan sebagai sistem struktur penahan gempa terdiri atas portal dan dinding geser. Sistem struktur bawah terdiri atas pondasi tiang pancang jack-in pile diameter 45cm kedalaman 10 m dari muka tanah setempat. Perencanaan pondasi berdasarkan hasil penyelidikan tanah berupa 3 titik sondir dan hasil pengujian laboratorium.

1.2 Peraturan dan Standar

Perencanaan struktur bangunan ini menggunakan peraturan, standar dan ketentuan yang berlaku di Indonesia, sebagai berikut : 1) Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung,

SNI_0328472002 2) Tata Cara Perencanaan Pembebanan untuk Rumah dan Gedung,

SNI_03-1727-1989-F 3) Standar Perencanaan Ketahanan Gempa untuk Bangunan Gedung,

SNI_03-1726-2002 4) Tata Cara Perencanaan Bangunan Baja untuk Gedung,

SNI_03-1729-2002.

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1.3 Spesifikasi Mutu Bahan Struktur Mutu bahan yang digunakan adalah sebagai berikut :

1) Mutu beton struktur kolom, dinding, pelat lanati, balok, pile cap: K300 2) Mutu beton struktur pondasi tiang pancang PC : K500 3) Mutu baja tulangan :

fy=400 Mpa (ulir, d 10mm); fy=240 Mpa (polos, d < 10mm)

1.4 Pembebanan Beban yang diperhitungkan meliputi : beban mati, beban hidup dan beban gempa.

1) Beban Mati : Beban mati akibat berat sendiri struktur, beban finishing, beban plafon dan beban dinding dan beban lain yang melekat pada struktur diperhitungkan sesuai dengan Tata Cara Perencanaan Pembebanan untuk Rumah dan Gedung, SNI_03-1727-1989-F. Beton bertulang = 2400 kg/m3 Beton polos = 2100 kg/m3 Baja = 7850 kg/m3 Dinding bata = 250 kg/m2 Mortar = 2000 kg/m3 Air = 1000 kg/m3

2) Beban Hidup : Beban hidup yang ditinjau dalam perencanaan rumah sakit adalah sebagai berikut :

Kantor, hospitalroom qL = 250 kg/m2 Lobby qL = 300 kg/m2 Corridor, tangga qL = 300 kg/m2 Ruang peralatan medis qL = 400 kg/m2

Dalam analisa struktur terhadap prosentase beban hidup yang ditinjau adalah sebagai berikut :

Pada perhitungan pelat lantai : 100 % Pada perhitungan akibat portal sistem struktur akibat gempa : 30%

3) Beban Gempa : Analisis beban gempa dengan respon spektrum dari analisa dinamik dan analisa statik ekuivalen mengikuti Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung, SNI 03-1726-2002. Lokasi bangunan di Surabaya termasuk dalam zone 3 dalam Peta Wilayah Gempa Indonesia (SNI-1726-2002). Dengan faktor keutamaan I=1.4 dan faktor reduksi gempa R=6.5.

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Gambar : Peta Wilayah Gempa Indonesia (SNI 03-1726-2002);

Surabaya Zone 4 ag=0.20 g

Gambar : Respon Gempa Rencana ( T-C);

Zone : 4 (SNI 03-1726-2002)

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1.5. Sistem Struktur

Sistem struktur bangunan terdiri dari elemen struktur : pelat, balok, kolom dan dinding geser beton bertulang. Sistem pelat lantai menggunakan pelat two way dan one system beton bertulang dengan balok di tepinya. Sistem struktur penahan gempa teridiri atas portal dan dinding geser. Jarak bentang arah X adalah 8.00m, jarak bentang arah Y adalah 5.00m.

1.6. Sistem Pondasi Dalam perencanaan gedung bangunan ini dipakai pondasi tiang pancang diameter 45cm dengan kedalaman tiang -30.00m dari muka tanah asli atau setempat. Daya dukung ijin satu tiang : Diamter D=45cm; L=30m; P ijin = 100 ton. Untuk kondisi pembebanan gempa, daya dukung tiang dinaikkan 150% dari nilai daya dukung ijin. Kombinasi beban yang ditinjau untuk perencanaan pondasi adalah :

P = DL + LL P = DL + LL + 1.0 EQx + 0.3 EQy P = DL + LL + 0.3 EQx + 1.0 EQy

Pijin. 1.50 Pijin. 1.50 Pijin.

1.7. Tahapan Perencanaan

Prosedur atau tahapan perencanaan yang dilakukan dalam perencanaan struktur atas dan struktur pondasi bangunan ini adalah sebagai berikut : a) Penentuan ukuran-ukuran elemen-elemen struktur dengan perhitungan-

perhitungan standar sesuai SNI. b) Analisa 3-D struktur atas dengan untuk beban mati beban hidup dan beban

gempa. c) Penentuan gaya yang bekerja pada masing-masing kelompok pondasi. d) Penentuan jumlah tiang pondasi yang dibutuhkan pada masing-masing

kolom. e) Penulangan pile cap dan tie beam. f) Penulangan balok dan kolom dengan memperhitungkan kombinasi beban

seperti yang disyaratkan.

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1.8. Analisa Struktur 1.8.1 Analisa Struktur untuk Beban Gempa

Dalam analisa struktur, pengaruh adanya retak sepanjang bentang komponen struktur dan durasi beban, besaran penampang ditentukan sesuai dengan Pasal 12.11.1 SNI_03-2847-2002, dimana prosentase efektifitas penampang untuk : Kolom : 70 % Balok T : 35 % Modulus elastisitas sesuai dengan mutu beton yang digunakan, E= 4700fc'.

Dari hasil analisa ragam getar bebas 3 dimensi didapat mode-1 dominan translasi arah-Y , mode-2 dominan Rotasi-Z, dan mode-3 tTranslasi arah-X. Waktu getar alami adalah T1=1.1092 detik tidak melampaui batasan 0.18*jumlah tingkat ( 0.18*11= 1.98 detik). Tabel 1 : Waktur Getar Alami dan Modal Participating Mass Ratio

Mode Periode, T Rx Ry Rz Keterangan ( detik) % massa %massa %massa 1 1.1092 97.41 0.13 0.92 Dominan translasi-X 2 0.981 0.78 0.01 61.29 Dominan Rotasi-Z 3 0.897 0.14 98.92 0.04 Dominan translasi-Y

Gaya geser dasar nominal (sebagai respons ragam yang pertama) dihitung berdasarkan persamaan :

=

dimana :

C = adalah nilai faktor respons gempa, Wilayah gempa = 3 T = adalah waktu getar alami I = adalah faktor keutamaan , digunakan I = 1.4 R = adalah faktor reduksi gempa; portal dengan dinding geser R=6.5 Wt = adalah berat total gedung termasuk beban hidup tereduksi

Hasil gaya geser dasar analisa dinamis ragam spektrum respons dikalikan dengan faktor skala :

Faktor Skala = 0.8 V1 / Vt > 1 dimana,

V1 adalah gaya geser dasar nominal sebagai respons dinamik ragam (mode) pertama Vt adalah gaya geser dasar nominal yang didapat dari hasil analisa ragam respons spektrum

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Gaya geser rencana yang diperoleh kemudian dibagikan ke masing-masing lantai sebanding dengan massa tingkatnya, beban gempa nominal statik ekuivalen Fi rencana yang bekerja pada masing-masing lantai didapat dari selisih gaya geser tingkat antara tingkat yang dibawahnya dengan tingkat di atasnya.

1.8.2 Eksentrisitas Pusat Massa Tambahan Menurut Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung, SNI_03-1726-2002, eksentrisitas pusat massa terhadap pusat kekakuan yang harus ditinjau dalam analisa struktur terdiri dari eksentrisitas aslinya (ex dan ey) ditambah atau dikurangi dengan suatu eksentrisitas tambahan sebagai berikut : Untuk gempa arah - X :

eyd = 1.5 ey + 0.05 by; atau eyd = 1.0 ey 0.05 by

Untuk gempa arah - Y: exd = 1.5 ex + 0.05 bx eyd = 1.0 ex 0.05 bx

dimana by dan bx adalah ukuran denah gedung terbesar diukur tegak lurus arah gempa. Eksentrisitas tambahan yang dihitung menurut rumus-rumus diatas merupakan jarak-jarak penggeseran koordinat pusat massa di dalam data input komputer. Dalam analisa struktur 3 dimensi gedung ini, eksentrisitas tambahan ini diperhitungkan pada waktu memasukkan koordinat pusat massa di tiap-tiap lantai sebagai data input program komputer.

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Mulai

Informasi Perencanaan Umum

Estimasi dimensi elemen struktur

Berat Bangunan Total (Wt), dengan kombinasi

Wt = WD + f WL f = faktor reduksi beban hidup(0.3)

Tentukan: Faktor Daktilitas () Faktor keutamaan (I) Fakto koreksi amplikasi () Faktor tanah (S) Percepatan tanah

maksimum akibat gempa rencana di wilayah standar (Ao)

Analisis Vibrasi Bebas

C(T) = Sa(T)/1.2

Waktu getar alami (T)

T < 0.18 n(n= jumlah tingkat)

Tentukkan To: Tanah keras : 0.5 detik Tanah sedang : 0.75 detik Tanah lunak : 1 detik

Tentukkan Sa (T) Untuk 0Vdinamik 0.8V < Vdinamik

Gabar 1.1 Diagram Alir Perhitungan Beban Gempa Rencana dengan Analisa Ragam Spektrum Respons sesuai SNI 03-1726-2002

Proyek : RS AL-Irsyad Surabaya

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1.8.3 Kombinasi Pembebanan yang Ditinjau Beban gempa dianggap terjadi bersamaan dalam dua arah yang ortogonal (arah-X dan arah-Y) dan dikombinasikan dengan beban gravitasi sebagai berikut :

1. 1.4DL 2. 1.2DL+1.6LL 3. 1.2DL+1.0LL+1.0EQx+0.3EQY. 4. 1.2DL+1.0LL+1.0EQx-0.3EQy. 5. 1.2DL+1.0LL-1.0EQx+0.3EQy. 6. 1.2DL+1.0LL-1.0EQx+0.3EQy. 7. 1.2DL+1.0LL+0.3EQx+1.0EQy. 8. 1.2DL+1.0LL+0.3EQx-1.0EQy. 9. 1.2DL+1.0LL-0.3EQx+1.0EQy.

1.8.4 Penulangan Portal dan Perencanaan Kapasitas

Dari analisa struktur 3 dimensi akibat kombinasi pembebanan yang paling menentukan (dengan cara kombinasi envelope) didapatkan gaya-gaya dalam (momen lentur, momen puntir, gaya normal dan gaya geser) pada setiap elemen struktur. Perhitungan penulangan balok dan kolom beton bertulang dilakukan dengan sudah memperhitungkan perencanaan kapasitas (strong column weak beam).

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BAB II

ANALISIS DAN DISAIN STRUKTUR

PROYEK : RUMAH SAKIT ULTIMA MEDIKA LOMBOK

LOKASI : Jl. Majapahit Nusa Tenggara Barat

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2.1 Pembebanan Pelat Lantai

1 Beban MatiJenis Plat =Tebal Plat = 0.12Mutu beton (f'c) = 275Berat Jenis Beton = 2400Mutu Baja (fy) = 400

240Mutu Baja Profil : BJ-37 (fy) = 240Berat Jenis Baja = 7850Tebal finishing = 0.06Berat dinding = 250

2 Beban HidupLantai RS & kantor = 250Tangga = 300Pekerja = 100Air hujan = 20

3 Beban Angin = 40

4 Beban pada Plat Lantai (Gravitasi)Beban mati (qd) :- Berat sendiri plat = 288 kg/m2- Finishing Lantai = 132 kg/m2- Partisi, plafond dan ME = 25 kg/m2

qd = 445 kg/m2Beban Hidup (qL) = 250 kg/m2qu = 1.2*qd + 1.6*qL = 934 kg/m2

Beban pada Plat Lantai (dengan tembok sebagian)Beban mati (qd) :- Berat sendiri plat = 288 kg/m2- Finishing Lantai = 132 kg/m2- Partisi, plafond dan ME = 25 kg/m2- beban partisi atau tembok sebagian = 250 kg/m2

qd = 695 kg/m2Beban Hidup (qL) = 250 kg/m2qu = 1.2*qd + 1.6*qL = 1234 kg/m2Beban pada Plat Lantai (dengan partisi)Beban mati (qd) :- Berat sendiri plat = 288 kg/m2- Finishing Lantai = 132 kg/m2- Partisi, plafond dan ME = 25 kg/m2- Beban partisi = 100 kg/m2

qd = 545 kg/m2

Beban Hidup (qL) = 250 kg/m2qu = 1.2*qd + 1.6*qL = 1054 kg/m2

kg/m2

mMpakg/m3MpaMpaMpakg/m3mkg/m2

kg/m2

0.06*2200

0.12*24000.06*2200

kgkg/m2

kg/m2

0.12*24000.06*2200

0.12*2400

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2.2. Penulangan Pelat Lantai Perhitungan Momen Pelat

Ukuran pelat : 5,00 x 4,00 Ly/Lx = 5,00/4,00 = 1,25 Momen maksimum pelat lantai : Mtx = 0,001 *934* (4,002)*69 = 1031 kg.m/m Mty = 0,001 *934* (4,002)*57= 851.8 kg.m/m

Perhitungan Penulangan Pelat Mu =1031 kg.m/m = 103100 kg.cm/m Rn = Mu/(.0,85.fc.b.d)

= 103100 / (0,80*0,85*250*100*9) = 0,075 = 1-(1-2*Rn) = 0,0779 = *0,85*fc/fy = 0,0779*0,85*250/3200 = 0,0051 min = 0,0025 As = 0,0051*100*9 = 4,51 cm2 Dipakai : 10-150 (5,2 cm2)

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2.3 PERHITUNGAN BALOK Perhitungan balok dilakukan dengan bantuan program komputer, dimana hasil-hasilnya disajikan dalam lampiran. Sedangkan manual perhitungan sebagai berikut :

Prosedure perhitungan tulangan pokok : ( Momen Mu diperoleh dari analisis struktur )

Rn = Mu/(.0,85.fc.b.d) = 1-(1-2.Rn) = .0,85.fc/fy min = 14/fy maks = 0,75*0,85*fc/fy*6000/(6000+fy) As = *b*d

Tulangan geser : ( Gaya lntang Vu diperoleh dari analisis struktur ) vn = Vu/(*b*d) vc = 0,53 fc Bila : vn/vc 1,0 Tulangan geser praktis 8-20 Bila : 1,0 < vn/vc 3,0

s= Av*fyv/ {b*(vn-vc) } s d/2

Bila : 3,0 < vn/vc 5,0 s= Av*fyv/ {b*(vn-vc) } s d/4

Bila : vn/vc > 5,0 Penampang diperbesar

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2.4 METODE ANALISIS

Model struktur berupa : titik, batang dan beban. Sistem struktur yang digunakan adalah struktur frame ruang . Distribusi gaya-gaya dari balok anak ke balok induk atau antara balok anak dengan balok anak lainnya (termasuk balok list plank) dilakukan secara otomatis dengan program komputer berdasarkan kekakuan dimensi masing-masing. Beban dari atap atau tangga dimodel sebagai beban terpusat dan merata.

Analisis struktur yang dikerjakan untuk mendapatkan : Gaya-gaya ujung batang dan reaksi tumpuan (M, V, P, R) Deformasi titik simpul sistem elastis linier.

Sedangkan Disain Struktur dikerjakan untuk mendapatkan : Tulangan yang diperlukan. Kontrol dimensi penampang.

Proses perhitungan analisis dan disain struktur menggunakan program komputer SANSPRO V.4.80.

Kasus Beban yang ditinjau adalah :

Load Case - 0 : Berat sendiri struktur (self weight) Load Case - 1 : Beban mati : bs.pelat, plafond, finishing, dinding, dll. Load Case - 2 : Beban hidup Load Case - 3 : Beban gempa bumi arah X Load Case - 4 : Beban gempa bumi arah Y

Sedangkan sistem kombinasi beban yang ditinjau terdapat 9 kombinasi.

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2.5 PEMODELAN STRUKTUR Lantai 1 :

Lantai 2 :

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Lantai 3 :

Lantai 4 :

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Lantai : atap

Lantai atap lift :

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Bidang Momen Lantai Dasar :

Bidang Momen Lantai 2

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Bidang Momen Lantai 3 :

Bidang Momen Lantai 4 :

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Bidang Momen Lantai atap :

Bidang Momen Lantai atap lift:

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Penulangan Lantai 1 (sloof) :

Penulangan Lantai 2 :

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Penulangan Lantai 3 :

Penulangan Lantai 4 :

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Penulangan Lantai atap :

Penulangan Lantai atap lift :

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Penulangan Portal As 3 :

Penulangan Portal As 1 :

Penulangan Portal As 4 :

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Penulangan Portal As A :

Penulangan Portal As B :

P.1

BAB III PERENCANAAN STRUKTUR PONDASI

PROYEK : RUMAH SAKIT GRAHA ULTIMA MEDIKA LOMBOK

LOKASI : Jl. Majapahit Nusa Tenggara Barat 3.1 LAPORAN PENYELIDIKAN TANAH

Perencanaan struktur pondasi (struktur bawah) bangunan rumah sakit Graha Ultima Medika Lombok berdasarkan hasil penyelidikan tanah yang telah dilakukan di lokasi pekerjaan. Penyelidikan tanah berupa 3 titik sondir serta hasil penyelidikan laboratorium berupa soil properties, direct shear test, analisa saringan dsb.

3.2 SISTEM PONDASI

Berdasarkan hasil penyelidikan tanah di lokasi rencana bangunan diperoleh hasil sebagai berikut : Dari data sondir :

Kedalaman 0.00 s/d -3.00.00m tanah lunak. Tanah sedang -4.00 s/d -8.00 m sedang qc=50-100 kg/cm2 Tanah keras qc>150 kg/cm2 pada kedalaman mulai -11.00 m Jumlah hambatan pelekat 0.00 s/d -6.00m JPH=500 kg/cm Jumlah hambatan pelekat 0.00 s/d -11.00m JPH>900kg/cm

Berdasarkan besarnya beban yang bekerja dan kedalaman tanah keras (lebih dari 11.00 m), maka dipilih sistem pondasi tiang pancang kedalaman -12.00 m dari muka tanah eksisting.

3.3 ELEVASI-ELEVASI

Bangunan yang direncanakan adalah bangunan gedung 5 lantai. Adapun elevasi-elevasi yang berkaitan dengan struktur pondasi adalah sebagai berikut :

Elevasi Lantai 1 : +0.00 Elevasi atas pile cap : -1.00 Elevasi dasar pondasi : -13.00

3.4 PERHITUNGAN DAYA DUKUNG PONDASI

Daya dukung pondasi dihitung dengan rumus :

Qu = Qd + Qg W Qijin = (Qd + Qg)/FK W

dimana :

P.2

Qu : daya dukung batas pondasi tiang; Qd : daya dukung dasar tiang Qg : daya dukung gesekan tiang Qijin : daya dukung ijin tiang W : berat sendiri tiang FK : faktor / angka keamanan = 3

Dari data sondir, untuk pondasi tiang diameter d=45cm : - Kedalaman -12.00 qc > 150 kg/cm2; dipakai nilai konus qc=130 kg/cm2 - Kedalaman -12.00 JHP=900 kg/cm2

Qd = qc*Ab = 130*0.25*3.14*45^2 = 206 650 kg = 206.65 ton. Qg = JHP*O = 900*3.14*45 = 127170 kg = 127.17 ton W = (31-3.5-1.5)*232 = 6 032 kg = 6.03 ton. Qijin = (Qd + Qg)/FK W

= (206.65 + 127.17)/3 6.03 = 105.24 ton

Daya dukung ijin tiang pancang PC spun (wika) Pijin = 149.5 ton Kesimpulan : Daya dukung pondasi diambil nilai terkecil : Pijin = 105.24 ton 100 ton =====================

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3.5 EFFEK GROUP KELOMPOK TIANG

Effek group kelompok tiang diperhitungkan dengan angka efisisensi kelompok tiang, dihitung dengan rumus atau persamaan Converse-Labarre sebagai berikut : Eg = 1 - (n1)m+(m1)n90 m n

dimana : Eg = efisiensi kelompok tiang

= arc tan(d/s) dalam derajat d = diameter tiang; s = jarak tiang n = jumlah tiang dalam baris m = jumlah tiang dalam kolom

Berdasarkan jumlah tiang 4 dan 5 buah, d=45cm; s=3*d=3*45cm = 135cm; maka diperoleh efisiensi kelompok tiang sebesar 0.75 s/d 0.80.

P.4

3.6 PERHITUNGAN PILE CAP PILE CAP : P4 ( 4 TIANG)

Pmaks = 100 ton ( beban tetap) K300 ; fc=249 kg/cm2; BJTD-40; fy=4000 kg/cm2 Tulangan Lentur :

Mmaks = (1.35*100*0.80)*2 = 216 ton.m Mu = 1.4*216 ton.m =302.4 ton.m Rn = Mu/( 0.85 fc b d)

= 302.4e5/ (0.80*0.85*250*225*140) = 0.0405 = 1-(1-2*Rn) = 0.0496 = *0.85*fc/fy = 0.0496*0.85*250/4000 = 0.002635 min = 0.0025 As = 0.002635*225*140 = 83.0 cm2 Dipakai : D25-100; As=110.25 cm2 > 83.0.... OK

Tegangan Geser : vu = Vu/(*b*d) =2*100000*0.80/(0.70*225*140) = 7.26 kg/cm2 < 5*vc = 5*0.53(249) = 39.75 kg/cm2 dimensi cukup

P.5

PILE CAP : P5 ( 5 TIANG)

Pmaks = 100 ton ( beban tetap) K300 ; fc=250 kg/cm2; BJTD-40; fy=4000 kg/cm2 Tulangan Lentur :

Mmaks = 2*0.95*100*0.80*2 +0.95*100*0.80 = 380 ton.m Mu = 1.4*380 ton.m =532 ton.m Rn = Mu/( 0.85 fc b d)

= 532e5/ (0.80*0.85*250*280*140) = 0.057 = 1-(1-2*Rn) = 0.059 = *0.85*fc/fy = 0.059*0.85*250/4000 = 0.003122 min = 0.0025 As = 0.00312*280*140 = 122.3 cm2 Dipakai : D25-100; As=274.4 cm2 > 122.3.... OK

Tegangan Geser : vu = Vu/(*b*d) =3*100000*0.80/(0.70*280*140) = 8.75 kg/cm2 < 5*vc = 5*0.53(250) = 39.75 kg/cm2 dimensi cukup

P.6

HASIL ANALISIS STRUKTUR : Beban Pondasi :

P.7

DESAIN PONDASI DAN PILE CAP

P.8

P.9

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LAMPIRAN Output Data Pondasi Computer Program SANSPRO V.4.90 Structural Analysis and Design (C) Nathan Madutujuh, ESRC, 2008 Licensee : Ir. Sumirin, M.S., Jl. Kembang Jeruk II/49, Tlogosari, SEMARANG Project : ULTIMA medika mataram Model File : E:\NEW ELTIMA\pondasi.MDL Date : 01\07\2013 Output : Support Reactions Load Combination : Using Automatic (Computer generated) Load Combinations Load Factor : No (Unfactored Output) Ductility, Rx : 8.50 Ductility, Rz : 8.50 EQ Load Multiplier : NO (OmgX = 1.0, OmgZ = 1.0) Use LLRF1 : NO (LLRF1 = 1.0, No Axial Reduction for Story Effects) Use LLRF2 : NO (LLRF2 = 1.0, No Live Load Reduction for Earthquake) SUPPORT REACTIONS: ------------------------------------------------------------------------------------------------------------------------------------------ Floor Node Nmin Nmax Vx,max Vz,max Mx,min Mx,max Mz,min Mz,max Id (kg) (kg) (kg) (kg) (kg.cm) (kg.cm) (kg.cm) (kg.cm) ------------------------------------------------------------------------------------------------------------------------------------------ 0 1 14985.1 16625.7 1266.4 3144.7 0.0 0.0 0.0 0.0 0 2 17764.2 21424.7 450.1 2247.9 0.0 0.0 0.0 0.0 0 3 85400.6 112983.6 2935.2 2790.5 0.0 0.0 0.0 0.0 0 5 138446.2 188141.8 79.7 2861.7 0.0 0.0 0.0 0.0 0 7 135956.5 184645.9 34.8 2864.8 0.0 0.0 0.0 0.0 0 9 140746.2 191074.0 136.2 2748.2 0.0 0.0 0.0 0.0 0 11 157417.1 213806.2 169.1 402.4 0.0 0.0 0.0 0.0 0 13 76966.6 107536.1 404.6 198.1 0.0 0.0 0.0 0.0 0 14 75149.5 95551.1 3684.1 1008.1 0.0 0.0 0.0 0.0 0 27 32545.0 40790.7 576.8 1280.6 0.0 0.0 0.0 0.0 0 28 102051.4 137016.1 2996.3 2110.0 0.0 0.0 0.0 0.0 0 30 147922.6 203804.8 164.4 2367.8 0.0 0.0 0.0 0.0 0 32 146658.1 201743.7 6.8 2196.6 0.0 0.0 0.0 0.0 0 34 147229.9 202542.6 38.2 2124.1 0.0 0.0 0.0 0.0 0 36 123370.7 169085.8 2096.4 1900.8 0.0 0.0 0.0 0.0 0 37 159306.4 214152.7 2700.9 81.7 0.0 0.0 0.0 0.0 0 38 15065.4 16734.6 1296.9 3096.0 0.0 0.0 0.0 0.0 0 39 35535.8 42081.0 543.6 454.0 0.0 0.0 0.0 0.0 0 40 96953.2 129181.7 3199.4 1730.4 0.0 0.0 0.0 0.0 0 42 147177.7 202654.4 155.4 2518.0 0.0 0.0 0.0 0.0 0 44 145876.1 200452.6 17.6 2435.4 0.0 0.0 0.0 0.0 0 46 145789.7 200270.8 14.8 2411.5 0.0 0.0 0.0 0.0 0 48 124012.7 168585.1 1785.3 2943.9 0.0 0.0 0.0 0.0 0 50 126335.9 171865.9 2603.6 996.4 0.0 0.0 0.0 0.0

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0 51 121371.9 165998.3 354.8 2582.7 0.0 0.0 0.0 0.0 0 52 118108.6 157306.2 2539.5 1981.5 0.0 0.0 0.0 0.0 0 53 80867.2 106195.5 3450.6 2209.1 0.0 0.0 0.0 0.0 0 55 138120.2 187628.8 195.7 2849.6 0.0 0.0 0.0 0.0 0 57 136711.5 185549.3 114.4 2815.4 0.0 0.0 0.0 0.0 0 59 115093.0 155025.5 2324.8 2363.0 0.0 0.0 0.0 0.0 0 61 161512.8 221388.3 2357.6 368.1 0.0 0.0 0.0 0.0 0 63 147388.9 202867.8 1792.7 1331.8 0.0 0.0 0.0 0.0 0 64 145507.9 200143.0 2069.1 1452.8 0.0 0.0 0.0 0.0 0 67 52477.2 60933.4 2058.4 393.9 0.0 0.0 0.0 0.0 0 68 88907.3 117262.2 1571.2 311.4 0.0 0.0 0.0 0.0 0 69 145656.1 198596.7 1289.7 118.8 0.0 0.0 0.0 0.0 0 70 148609.3 204861.4 1960.8 1036.9 0.0 0.0 0.0 0.0 0 71 146167.3 201132.8 1881.9 1701.2 0.0 0.0 0.0 0.0 0 72 70919.7 86659.0 1840.1 319.7 0.0 0.0 0.0 0.0 0 73 133707.7 180603.3 586.9 90.5 0.0 0.0 0.0 0.0 0 74 86706.4 115233.2 877.3 3904.4 0.0 0.0 0.0 0.0 0 75 84166.8 111379.0 3742.1 1723.4 0.0 0.0 0.0 0.0 0 76 25115.9 32015.9 1228.5 494.6 0.0 0.0 0.0 0.0 0 77 78418.0 101964.7 2249.7 3716.2 0.0 0.0 0.0 0.0 0 78 13472.1 16620.7 563.8 2287.8 0.0 0.0 0.0 0.0 0 79 112670.4 150191.3 3475.8 5533.2 0.0 0.0 0.0 0.0 0 80 107152.0 142802.3 2907.1 5425.6 0.0 0.0 0.0 0.0 0 81 26076.4 28782.0 2648.8 739.2 0.0 0.0 0.0 0.0 0 83 15709.8 19341.1 133.4 3.5 0.0 0.0 0.0 0.0 0 84 20020.6 25802.1 14.0 2.3 0.0 0.0 0.0 0.0 0 85 38465.4 53482.1 200.6 93.0 0.0 0.0 0.0 0.0 0 86 23560.8 30789.2 88.9 10.4 0.0 0.0 0.0 0.0 0 127 118895.1 165792.0 2162.3 2458.6 0.0 0.0 0.0 0.0 0 156 193108.4 264428.7 1407.9 5187.3 0.0 0.0 0.0 0.0 0 162 117309.3 156845.6 2458.2 2155.4 0.0 0.0 0.0 0.0 0 163 68965.8 89096.5 3811.7 1040.9 0.0 0.0 0.0 0.0 ------------------------------------------------------------------------------------------------------------------------------------------ REACTIONS FROM SPRING ELEMENT: ------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------- Load Sum,Rx Sum,Ry Sum,Rz Sum,Mx Sum,My Sum,Mz Comb (kg) (kg) (kg) (kg.cm) (kg.cm) (kg.cm) ---------------------------------------------------------------------------------------------------------- 1 0.0 7569469.4 0.0 0.0 0.0 0.0 ------------------------------------------------------------------------------------------------------------------------------------------

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LAMPIRAN Rekapituasi Hasil Perhitungan SANSPRO for Windows V.4.90 Building Text Report Version 1.1, 07 Mar 2002 Last Update: 1 Jan 2008 (C) Nathan Madutujuh, ESRC PROJECT DATA: Project : ULTIMA medika mataram Location : Building : File : E:\NEW ELTIMA\gempa.MDL Date : 01\07\2013 Licensee : Ir. Sumirin, M.S., Jl. Kembang Jeruk II/49, Tlogosari, SEMARANG STRUCTURAL DATA: Structure Model = 9 : Building1 Structure Material = 1 : Concrete Structure Type = 0 : DuctileFrame Design Method = 1 : Non-Capacity Design Code = 7 : PBI-91 Steel Design Option = 1 : Linear Importance Factor I = 1 UNIT SYSTEM: Unit Type = 0 Unit Name = kgcm Modulus = kg/cm2 Unit Weight = kg/cm3 Length = cm Displacement = cm Force = kg Moment = kg.cm Torsion = kg.cm Stress = kg/cm2 Gravity Accel = cm/s2 ANALYSIS OPTION: Analysis Method = 3 : Dynamic Spectrum Response Linearity Model = 1 : Linear Static Rigid Floor Option = 1 Gravity Acceleration = 981.00000 Condensation Level = 2 P-Delta Effects = 0 P-Delta Ductility Factor = 1.000 #1 Lateral Load Case with Pdelta = 0 #2 Lateral Load Case with Pdelta = 0 Include Slab Thickness for Beam Weight = 0 Use Effective Concrete Inertia = 0 Use Rigid End Zone for Beam = 0 Stiffness Option for Plane Stress/Strain = 0 Shell FEM Formulation Method = 1 DYNAMIC ANALYSIS OPTION: Number of Eigen = 6 Damping Ratio = 0.050 Starting Vector Option = 0 SPECTRUM RESPONSE CURVE: Spectrum Name = Indonesia, SNI-1726-2002 Earthquake Code = 2 Normalized = 1 Number of Point = 35 Spectrum Response Curve Data T (sec) chx cvy chz 0.000 0.132 0.314 0.132 0.100 0.132 0.314 0.132 0.200 0.132 0.314 0.132 0.500 0.132 0.314 0.132 0.550 0.132 0.314 0.132 0.600 0.132 0.314 0.132 0.700 0.113 0.314 0.113 0.800 0.099 0.314 0.099

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0.900 0.088 0.314 0.088 1.000 0.079 0.314 0.079 1.100 0.072 0.314 0.072 1.200 0.066 0.314 0.066 1.300 0.061 0.314 0.061 1.400 0.056 0.314 0.056 1.500 0.053 0.314 0.053 1.600 0.049 0.314 0.049 1.700 0.047 0.314 0.047 1.800 0.044 0.314 0.044 1.900 0.042 0.314 0.042 2.000 0.040 0.314 0.040 2.100 0.038 0.314 0.038 2.200 0.036 0.314 0.036 2.300 0.034 0.314 0.034 2.400 0.033 0.314 0.033 2.500 0.032 0.314 0.032 2.600 0.030 0.314 0.030 2.700 0.029 0.314 0.029 2.800 0.028 0.314 0.028 2.900 0.027 0.314 0.027 3.000 0.026 0.314 0.026 3.200 0.026 0.314 0.026 3.400 0.026 0.314 0.026 3.600 0.026 0.314 0.026 3.800 0.026 0.314 0.026 4.000 0.026 0.314 0.026 MASS CONTRIBUTION FACTOR Mass Factor for Load Case 0 = 1.0000 Mass Factor for Load Case 1 = 1.0000 Mass Factor for Load Case 2 = 0.6000 EARTHQUAKE LOAD DATA: Earthquake Dir Comb = 3 Total Earthquake Dir = 2 Earthquake Direction #1 = 90 deg Earthquake Direction #2 = 0 deg Use Base Shear Correction = 0 Number of Floor Included NF = 5 Earthquake Design Code = 2 Earthquake Z-Factor, Z = 1 Earthquake Structure Type = 2 Time Period Calculation Method = 1 Basic Time Period, Tox = 0.717 Basic Time Period, Toz = 0.717 Total Structure Weight, Wgt = 7619938.68172412 Earthquake Max Height Ht = 2100 Earthquake Base Level H-base = 0 Structural Width, X-Dir Wx = 70 Structural Width, Z-Dir Wz = 40 Earthquake Design Coeff., Cdx = 0.11 Earthquake Design Coeff., Cdz = 0.11 Design Base Shear, Vdx = 838193.254989653 Design Cofficient, Vdz = 838193.254989653 Updated Time Period (Drift),Tdx = 0 Updated Time Period (Drift),Tdz = 0 Earthquake Static Equivalent Load ---------------------------------------------------------- Floor Fex Fez Fex Fez ---------------------------------------------------------- 1 65275.5990 65275.5990 0.0000 0.0000 2 125361.1551 125361.1551 0.0000 0.0000 3 188041.7327 188041.7327 0.0000 0.0000 4 247094.3830 247094.3830 0.0000 0.0000 5 212420.3852 212420.3852 0.0000 0.0000 ---------------------------------------------------------- Maximum Output and Design Values are taken from All Load Combinations: Comb 1 2 3 4 5 6 7 8 9

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FLOOR NO. 0 (N,V x 1000; M,Tor x 100000 OR 1.0E+05) ----------------------------------------------------------------------------------- Beam Elements (Steel: frl,frm,frr,frv,frmx Concrete: nl/nl nm/nm nr/nr sl sr) Flr Idx s Len Vl Vr Ml Mm Mr Na Tr ----------------------------------------------------------------------------------- 0 1 10 700.0 6.310 -6.933 -11.508 -1.220 7.435 -2.187 1.017 | 12 2 10.0 1.82 0 2 10 1000.0 -3.544 -4.960 4.730 -0.317 -5.727 -12.573 1.017 | 12 2 10.0 1.82 0 3 10 700.0 3.061 -0.836 -3.083 1.571 6.125 -19.310 1.017 | 8 2 10.0 1.22 0 4 10 700.0 7.107 -7.824 -9.563 1.659 11.787 -8.621 1.017 | 8 2 10.0 1.22 0 5 10 300.0 10.042 0.613 -13.287 3.525 16.957 -14.133 1.017 | 8 2 10.0 1.22 0 6 10 551.0 1.120 -0.279 0.940 2.942 4.424 -5.459 1.017 | 8 2 10.0 1.22 0 7 10 400.0 0.082 -1.157 -0.352 -0.131 -0.087 -2.297 0.085 | 4 2 5.0 1.42 0 8 10 400.0 0.344 -1.360 -0.553 0.038 0.500 -8.507 0.085 | 4 2 5.0 1.42 0 9 10 400.0 0.529 -1.363 -0.797 0.027 0.789 -11.395 0.085 | 4 2 5.0 1.42 0 10 10 400.0 2.270 -3.471 -3.257 0.149 3.553 -2.006 0.085 | 8 2 5.0 2.84 0 11 10 700.0 6.594 -6.822 -13.961 3.880 3.644 0.000 0.241 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 12 10 300.0 6.660 -6.660 -12.676 6.671 -4.808 0.000 0.023 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 13 10 701.0 5.129 -5.192 -8.510 3.146 -1.164 0.000 0.157 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 14 10 800.0 6.485 -6.794 -13.710 3.871 3.131 0.000 -0.102 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 15 10 800.0 5.710 -5.340 -7.511 -0.110 4.373 0.000 0.051 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 16 10 800.0 4.826 -4.570 -6.616 2.258 2.285 0.000 1.225 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 17 10 800.0 5.328 0.000 -10.656 -2.331 0.000 0.000 0.000 | 3/ 2 2/ 2 2/ 2 10.0 10.0 0 18 10 800.0 9.639 -8.963 -15.281 1.666 13.950 0.000 0.175 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 19 10 800.0 9.783 -9.988 -15.668 1.568 14.141 0.000 0.064 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 20 10 800.0 10.012 -9.146 -16.232 1.464 14.494 0.000 0.128 | 4/ 3 2/ 2 4/ 4 10.0 10.0 0 21 10 800.0 5.357 -5.341 -9.387 2.811 -0.445 0.000 0.018 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 22 10 800.0 7.385 -7.512 -9.623 0.202 7.289 0.000 0.040 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 23 10 800.0 5.387 -5.311 -8.897 2.923 0.233 0.000 0.228 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 24 10 800.0 7.104 -7.158 -15.632 3.589 3.906 0.000 0.042 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 25 10 800.0 7.343 -7.333 -16.975 3.555 4.474 0.000 0.037 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 26 10 700.0 7.375 -7.329 -16.991 3.579 4.714 0.000 0.034 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 27 10 300.0 7.061 -7.082 -15.492 3.536 3.697 0.000 0.024 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 28 10 701.0 7.285 -7.296 -16.728 3.567 4.258 0.000 0.019 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 29 10 700.0 7.279 -7.271 -16.673 3.553 4.263 0.000 0.026 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 30 10 300.0 7.052 -7.093 -15.470 3.551 3.651 0.000 0.036 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 31 10 701.0 7.267 -7.281 -16.657 3.564 4.186 0.000 0.032 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 32 10 700.0 7.255 -7.253 -16.586 3.555 4.160 0.000 0.026 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 33 10 300.0 7.335 -7.454 -17.077 3.603 4.310 0.000 0.013 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 34 10 701.0 7.226 -7.241 -16.449 3.567 4.061 0.000 0.036 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 35 10 800.0 7.180 -7.095 -16.371 3.609 3.773 0.000 0.055 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 36 10 800.0 5.377 -5.328 -9.472 2.791 -0.388 0.000 0.038 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 37 10 800.0 6.384 -6.204 -9.235 -0.042 8.217 0.000 0.033 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 38 10 800.0 5.371 -5.339 -8.926 2.810 0.089 0.000 0.040 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 39 10 244.0 5.385 -5.349 -9.526 2.765 -0.387 0.000 0.032 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 40 10 330.0 7.670 -7.401 -9.889 0.401 7.875 0.000 0.034 | 3/ 2 2/ 2 2/ 2 10.0 10.0 0 41 10 470.0 5.408 -5.328 -9.074 2.786 0.200 0.000 0.028 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 42 10 256.0 5.429 -5.385 -9.685 2.779 -0.236 0.000 0.055 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 43 13 330.0 7.912 -7.557 -10.242 0.381 8.248 0.000 0.039 | 3/ 2 2/ 2 2/ 2 10.0 10.0 0 44 10 256.0 5.283 -5.232 -8.838 2.770 -0.441 0.000 0.052 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 45 10 244.0 7.293 -7.463 -16.926 3.356 4.125 0.000 0.110 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 46 10 700.0 7.193 -7.170 -16.467 3.554 3.785 0.000 0.038 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 47 10 300.0 7.262 -7.248 -16.609 3.550 4.193 0.000 0.015 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 48 10 701.0 7.603 -7.596 -17.536 4.049 5.996 0.000 0.027 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 49 10 500.0 2.205 -1.461 -1.142 0.681 0.769 0.000 1.981 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 50 10 500.0 8.133 -7.874 -15.826 4.647 4.668 0.000 0.379 | 4/ 3 2/ 2 2/ 2 10.0 10.0 0 51 10 810.0 5.696 -6.299 -6.002 4.166 7.897 0.000 0.353 | 2/ 2 2/ 2 3/ 2 10.0 10.0 0 52 10 567.0 1.977 -2.661 -1.534 0.950 -0.292 0.000 1.135 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 53 10 467.0 4.672 -4.708 -5.763 0.831 4.270 0.000 0.073 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 54 10 1019.8 4.071 -3.844 -7.032 3.048 -0.336 0.000 0.843 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 55 10 992.0 5.374 -4.711 -1.698 3.998 7.951 0.000 1.128 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 56 10 912.1 5.602 -5.238 -10.351 2.671 0.309 0.000 0.033 | 3/ 2 2/ 2 2/ 2 10.0 10.0 0 57 10 900.8 6.726 -6.590 -9.968 0.039 8.533 0.000 0.142 | 3/ 2 2/ 2 2/ 2 10.0 10.0 0 58 10 803.6 5.183 -5.255 -8.478 2.835 -0.776 0.000 0.079 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 59 10 800.1 5.329 -5.241 -8.469 1.329 3.607 0.000 -0.037 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 60 10 800.1 5.514 -5.456 -8.761 1.456 4.246 0.000 0.326 | 2/ 2 2/ 2 2/ 2 10.0 10.0 0 61 10 513.0 7.272 -7.434 -16.547 3.834 4.127 0.000 -0.116 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 62 10 510.3 6.019 -6.106 -15.520 0.742 12.531 0.000 0.371 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 63 10 800.1 10.487 -9.451 -19.297 2.020 16.968 0.000 0.160 | 5/ 3 2/ 2 4/ 4 10.0 10.0 0 64 10 799.6 7.557 -7.448 -17.999 6.088 -1.535 0.000 0.064 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 65 10 800.1 7.695 -7.568 -18.724 5.753 0.260 0.000 0.032 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 66 10 760.4 6.491 -6.372 -13.410 4.791 -2.687 0.000 -0.020 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 67 10 702.6 7.150 -7.295 -16.095 4.875 1.021 0.000 0.142 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 68 10 650.3 7.202 -6.991 -16.504 3.474 3.740 0.000 0.017 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 69 10 349.4 7.097 -7.020 -15.997 3.567 3.479 0.000 0.036 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 70 10 637.3 7.295 -7.063 -16.443 3.646 4.615 0.000 0.012 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 71 10 800.1 9.324 -9.005 -18.456 1.633 14.040 0.000 0.076 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 72 10 799.6 8.427 -8.186 -16.633 1.350 11.196 0.000 0.114 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 73 10 698.9 6.892 -6.867 -15.006 3.562 2.827 0.000 0.159 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 74 10 300.0 6.993 -6.919 -15.530 3.571 3.127 0.000 0.027 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 75 10 699.7 7.174 -7.019 -16.031 3.578 4.060 0.000 0.041 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 76 10 800.1 5.970 -6.501 -11.127 3.588 0.577 0.000 -0.027 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 77 10 585.0 9.185 -8.908 -18.515 3.845 4.289 0.000 0.145 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 78 10 841.5 3.725 -1.719 -11.733 3.662 4.499 0.000 0.059 | 3/ 2 2/ 2 2/ 2 10.0 10.0

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0 79 10 699.7 1.267 -5.792 0.070 4.933 1.809 0.000 0.062 | 2/ 2 2/ 2 3/ 2 10.0 10.0 0 80 10 300.0 7.748 -7.823 -16.526 2.281 9.181 0.000 0.354 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 81 10 698.9 6.908 -6.845 -15.152 3.523 2.816 0.000 0.331 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 82 10 800.1 6.952 -6.889 -15.366 3.571 2.968 0.000 0.024 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 83 10 799.6 6.976 -6.826 -15.430 3.003 4.861 0.000 0.047 | 4/ 3 2/ 2 3/ 2 10.0 10.0 0 84 10 800.1 13.503 -13.115 -19.840 -0.008 18.973 0.000 0.037 | 5/ 4 2/ 2 5/ 5 10.0 10.0 0 85 10 699.7 6.606 -6.658 -13.362 2.722 4.327 0.000 0.008 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 86 10 300.0 6.780 -6.760 -14.429 3.671 2.513 0.000 0.050 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 87 10 699.7 7.812 -7.370 -15.690 2.255 10.069 0.000 0.162 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 88 10 577.3 6.671 -6.573 -14.101 4.181 0.768 0.000 0.142 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 89 10 576.5 6.960 -6.794 -15.361 3.003 4.805 0.000 0.029 | 4/ 3 2/ 2 3/ 2 10.0 10.0 0 90 10 789.6 13.385 -12.953 -19.720 -0.060 18.739 0.000 0.035 | 5/ 4 2/ 2 5/ 4 10.0 10.0 0 91 10 800.1 6.648 -6.627 -13.407 2.778 4.593 0.000 0.035 | 3/ 2 2/ 2 3/ 2 10.0 10.0 0 92 10 997.8 6.921 -6.796 -15.325 3.518 2.743 0.000 0.043 | 4/ 3 2/ 2 4/ 3 10.0 10.0 0 93 10 987.8 7.001 -6.929 -15.388 3.518 3.331 0.000 0.034 | 4/ 3 2/ 2 4/ 3 10.0 10.0 ----------------------------------------------------------------------------------- Range: Mmax=19.840, Vmax=13.503, Trmax=1.981, Nmin=0.000, Nmax=19.310 ----------------------------------------------------------------------------------- Column Elements (Steel: frl,frm,frr,frv,frmx Concrete: nbt,nbf,spc,ro) Flr Idx s Len Na Vx Vy Mx My ----------------------------------------------------------------------------------- FLOOR NO. 1 (N,V x 1000; M,Tor x 100000 OR 1.0E+05) ----------------------------------------------------------------------------------- Beam Elements (Steel: frl,frm,frr,frv,frmx Concrete: nl/nl nm/nm nr/nr sl sr) Flr Idx s Len Vl Vr Ml Mm Mr Na Tr ----------------------------------------------------------------------------------- 1 1 8 400.0 7.137 -6.982 -15.881 3.586 3.914 0.000 0.012 | 4/ 3 2/ 2 4/ 3 10.0 10.0 1 2 8 400.0 6.910 -6.779 -15.056 3.116 4.766 0.000 0.059 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 3 8 400.0 13.333 -12.760 -19.844 -0.267 18.459 0.000 0.033 | 5/ 4 2/ 2 5/ 4 10.0 10.0 1 4 8 400.0 6.601 -6.621 -13.204 2.846 4.454 0.000 0.060 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 5 8 400.0 7.030 -6.465 -14.334 2.484 6.831 0.000 0.484 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 6 8 400.0 7.092 -6.287 -14.431 2.579 7.084 0.000 0.052 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 7 8 400.0 6.128 -6.318 -12.990 4.071 -0.938 0.000 0.259 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 8 8 400.0 6.232 -5.615 -11.486 4.121 1.073 0.000 0.047 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 9 8 400.0 3.086 -3.572 -9.142 1.713 2.830 0.000 -0.045 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 10 8 400.0 2.798 -3.337 -7.716 1.659 1.478 0.000 0.081 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 11 8 400.0 21.309 -2.058 -49.531 18.729 21.918 0.000 -1.478 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 12 8 400.0 1.228 -22.236 16.091 14.693 2.516 0.000 3.510 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 13 8 400.0 21.113 -0.986 -48.738 13.949 20.308 0.000 -1.455 | 8/ 5 3/ 3 2/ 3 10.0 10.0 1 14 8 400.0 1.132 -20.978 15.855 14.525 2.151 0.000 3.494 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 15 8 400.0 20.810 -0.851 -48.142 14.231 20.256 0.000 -1.463 | 7/ 5 3/ 3 2/ 3 10.0 10.0 1 16 8 400.0 0.733 -20.817 15.462 13.109 -0.070 0.000 3.561 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 17 8 400.0 24.685 -2.266 -53.595 20.146 24.849 0.000 2.766 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 18 8 400.0 0.277 -24.524 19.071 15.119 -1.577 0.000 -0.285 | 3/ 4 3/ 3 9/ 6 10.0 10.0 1 19 8 399.7 23.027 -0.387 -51.930 14.351 22.524 0.000 2.613 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 20 8 400.5 0.556 -22.855 18.162 14.913 -1.224 0.000 -0.260 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 21 8 399.7 22.989 -0.535 -51.852 14.879 22.617 0.000 2.597 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 22 8 399.9 0.579 -23.028 18.210 14.882 -1.210 0.000 -0.250 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 23 8 399.7 22.936 -0.220 -51.837 14.643 22.740 0.000 2.224 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 24 8 400.5 1.299 -21.914 17.881 16.051 1.393 0.000 -0.025 | 3/ 4 3/ 3 7/ 5 10.0 10.0 1 25 8 399.7 21.162 -2.105 -48.460 18.871 22.283 0.000 3.802 | 7/ 5 3/ 3 3/ 4 10.0 10.0 1 26 8 400.5 0.834 -22.164 16.483 14.452 1.484 0.000 -1.382 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 27 8 399.7 20.972 -1.010 -48.293 13.861 20.168 0.000 3.450 | 7/ 5 3/ 3 2/ 3 10.0 10.0 1 28 8 399.9 0.846 -20.884 15.756 13.994 1.037 0.000 -1.413 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 29 8 399.7 22.212 0.893 -46.382 13.965 25.088 0.000 4.019 | 7/ 5 3/ 3 3/ 4 10.0 10.0 1 30 8 400.5 -1.237 -22.845 20.026 13.415 -6.388 0.000 0.849 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 31 8 399.7 22.361 0.774 -49.287 12.593 22.835 0.000 3.936 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 32 8 400.5 -0.344 -22.126 18.161 13.024 -4.904 0.000 0.995 | 3/ 4 3/ 3 7/ 5 10.0 10.0 1 33 8 399.7 23.737 0.879 -51.908 13.095 25.067 0.000 3.901 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 34 8 400.5 0.898 -22.145 19.465 18.471 2.972 0.000 0.787 | 3/ 4 3/ 3 7/ 5 10.0 10.0 1 35 8 399.7 21.905 0.122 -46.010 13.960 23.758 0.000 0.453 | 7/ 5 3/ 3 3/ 4 10.0 10.0 1 36 8 399.9 -0.896 -22.035 18.479 13.339 -5.756 0.000 3.878 | 3/ 4 3/ 3 7/ 5 10.0 10.0 1 37 9 350.0 21.864 -0.023 -48.133 12.519 21.263 0.000 1.052 | 7/ 5 3/ 3 2/ 3 10.0 10.0 1 38 9 350.0 0.015 -21.238 16.725 12.932 -4.278 0.000 3.704 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 39 9 300.0 23.135 0.049 -50.578 13.036 23.310 0.000 1.077 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 40 9 350.0 1.307 -21.295 17.729 18.204 3.538 0.000 3.964 | 3/ 4 3/ 3 7/ 5 10.0 10.0 1 41 9 201.0 18.049 0.134 -39.513 12.732 20.273 0.000 5.374 | 6/ 4 3/ 3 2/ 3 10.0 10.0 1 42 9 150.0 2.140 -21.913 9.115 11.095 -0.924 0.000 0.708 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 43 9 100.0 23.333 2.942 -49.464 13.088 28.791 0.000 2.997 | 8/ 5 3/ 3 3/ 5 10.0 10.0 1 44 9 350.0 -3.376 -23.996 22.961 11.985 -11.034 0.000 1.922 | 3/ 5 3/ 3 8/ 5 10.0 10.0 1 45 9 350.0 25.854 3.619 -56.217 12.257 31.183 0.000 2.966 | 9/ 6 3/ 3 3/ 5 10.0 10.0 1 46 9 300.0 -1.638 -23.229 24.062 18.865 -0.552 0.000 1.958 | 3/ 5 3/ 3 7/ 5 10.0 10.0 1 47 9 350.0 14.334 1.180 -22.993 6.706 14.304 0.000 1.094 | 4/ 3 2/ 2 2/ 3 10.0 10.0 1 48 9 351.0 -1.975 -13.081 10.755 5.571 -6.931 0.000 0.609 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 49 9 100.0 13.284 -11.993 -18.406 -0.366 11.814 0.000 0.043 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 50 9 100.0 9.989 -0.380 -17.292 4.994 8.601 0.000 2.315 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 51 9 350.0 0.480 -7.617 6.307 7.445 5.507 0.000 -1.024 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 52 9 350.0 -2.034 -11.133 -4.246 2.169 -0.868 0.000 2.430 | 2/ 2 2/ 2 4/ 3 10.0 10.0 1 53 9 300.0 -2.205 -3.887 0.145 -0.863 -2.298 0.000 1.341 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 54 9 350.0 15.009 1.895 -23.666 6.543 15.457 0.000 0.528 | 5/ 3 2/ 2 2/ 3 10.0 10.0 1 55 9 351.0 -1.865 -14.982 12.077 5.934 -8.747 0.000 0.554 | 2/ 3 2/ 2 4/ 3 10.0 10.0

7

1 56 9 100.0 12.584 -12.070 -18.006 -1.100 10.113 0.000 0.030 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 57 9 100.0 15.151 2.004 -23.403 5.726 15.476 0.000 0.551 | 4/ 3 2/ 2 2/ 3 10.0 10.0 1 58 9 350.0 -1.749 -14.865 12.176 6.780 -7.792 0.000 0.542 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 59 9 350.0 3.899 2.215 -3.106 -0.876 0.321 0.000 1.288 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 60 9 300.0 -2.189 -3.866 0.144 -0.855 -2.281 0.000 1.286 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 61 9 350.0 15.014 1.906 -23.684 6.495 15.423 0.000 0.538 | 5/ 3 2/ 2 2/ 3 10.0 10.0 1 62 9 351.0 -1.831 -14.934 12.050 5.963 -8.658 0.000 0.528 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 63 9 350.0 12.626 -11.989 -18.097 -1.130 10.148 0.000 0.023 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 64 9 350.0 15.155 2.014 -23.401 5.706 15.466 0.000 0.547 | 4/ 3 2/ 2 2/ 3 10.0 10.0 1 65 9 300.0 -1.735 -14.839 12.180 6.797 -7.749 0.000 0.538 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 66 9 350.0 3.425 1.838 -2.665 -0.709 0.300 0.000 0.973 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 67 9 351.0 -2.142 -3.832 0.054 -0.892 -2.296 0.000 1.214 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 68 9 500.0 14.977 1.861 -23.757 6.362 15.213 0.000 0.343 | 5/ 3 2/ 2 2/ 3 10.0 10.0 1 69 9 500.0 -1.756 -14.833 11.937 5.985 -8.505 0.000 0.635 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 70 9 350.3 12.819 -12.019 -18.304 -1.044 10.519 0.000 0.024 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 71 9 352.4 14.957 1.990 -22.812 5.775 15.214 0.000 0.395 | 4/ 3 2/ 2 2/ 3 10.0 10.0 1 72 9 300.0 -1.859 -14.832 12.171 6.122 -8.643 0.000 0.448 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 73 9 350.3 12.543 2.168 -22.867 4.903 13.465 0.000 0.876 | 4/ 3 2/ 2 2/ 3 10.0 10.0 1 74 9 349.4 -0.800 -13.589 10.298 6.022 -6.795 0.000 0.192 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 75 9 350.3 12.706 -12.802 -18.015 -0.116 10.056 0.000 0.190 | 4/ 3 2/ 2 3/ 2 10.0 10.0 1 76 9 348.6 12.656 0.820 -19.860 5.181 11.940 0.000 0.018 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 77 9 300.0 -1.643 -12.816 9.989 4.786 -8.037 0.000 1.591 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 78 9 350.3 9.384 -9.149 -14.028 3.742 3.883 0.000 -0.031 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 79 9 349.4 7.356 -6.783 -13.287 1.439 7.518 0.000 0.123 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 80 9 288.6 12.034 -1.394 -22.397 9.263 10.706 0.000 0.940 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 81 9 296.4 2.773 -14.235 6.716 8.745 1.870 0.000 0.929 | 2/ 2 2/ 2 5/ 3 10.0 10.0 1 82 9 300.0 20.304 -21.186 -30.391 0.260 20.414 0.000 0.077 | 6/ 5 2/ 2 6/ 4 9.7 9.1 1 83 9 350.3 14.030 -1.024 -25.622 7.849 12.101 0.000 1.186 | 5/ 3 2/ 2 2/ 2 10.0 10.0 1 84 9 348.6 0.087 -13.826 9.902 8.898 -0.606 0.000 -0.344 | 2/ 3 2/ 2 5/ 3 10.0 10.0 1 85 9 288.6 16.683 -0.502 -32.036 11.093 15.614 0.000 0.377 | 6/ 4 2/ 2 2/ 3 10.0 10.0 1 86 9 288.6 0.423 -16.657 11.912 9.787 -0.800 0.000 0.513 | 2/ 3 2/ 2 6/ 4 10.0 10.0 1 87 9 300.0 22.964 -22.075 -33.517 -1.041 25.744 0.000 0.024 | 6/ 5 2/ 2 6/ 5 8.0 8.5 1 88 9 365.0 16.261 -0.282 -30.284 9.418 14.988 0.000 0.505 | 6/ 4 2/ 2 2/ 3 10.0 10.0 1 89 9 335.0 0.228 -16.343 11.918 9.756 -1.216 0.000 0.545 | 2/ 3 2/ 2 6/ 4 10.0 10.0 1 90 9 288.6 12.981 -3.631 -26.502 8.983 6.358 0.000 0.982 | 5/ 3 2/ 2 2/ 2 10.0 10.0 1 91 9 287.8 3.632 -11.887 4.853 9.448 10.864 0.000 0.422 | 2/ 2 2/ 2 5/ 3 10.0 10.0 1 92 9 399.7 23.077 -21.925 -33.584 -0.939 26.015 0.000 0.018 | 6/ 5 2/ 2 6/ 5 7.9 8.6 1 93 9 400.5 16.053 -0.477 -29.762 9.456 14.669 0.000 0.473 | 6/ 4 2/ 2 2/ 3 10.0 10.0 1 94 8 513.0 0.058 -16.503 11.628 9.264 -1.942 0.000 0.438 | 2/ 3 2/ 2 6/ 4 10.0 10.0 1 95 8 510.3 12.468 0.222 -25.010 8.067 9.484 0.000 0.895 | 5/ 3 2/ 2 2/ 2 10.0 10.0 1 96 8 400.0 2.354 -9.652 5.262 7.571 6.428 0.000 0.137 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 97 8 400.0 22.553 -21.412 -32.647 -0.351 27.998 0.000 0.053 | 6/ 5 2/ 2 6/ 5 8.2 8.9 1 98 8 330.0 11.748 -2.925 -24.330 8.400 7.894 0.000 -1.106 | 5/ 3 2/ 2 2/ 2 10.0 10.0 1 99 8 70.0 2.129 -11.839 5.441 8.798 5.121 0.000 1.816 | 2/ 2 2/ 2 5/ 3 10.0 10.0 1 100 8 400.0 9.065 -2.076 -20.684 8.157 5.946 0.000 -0.644 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 101 8 330.0 3.573 -7.342 1.668 6.041 8.230 0.000 0.991 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 102 8 470.0 8.689 1.494 -16.662 2.556 10.292 0.000 0.601 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 103 9 63.0 0.093 -6.524 7.189 7.934 1.616 0.000 -0.104 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 104 9 193.0 19.837 -20.624 -42.659 2.120 20.652 0.000 0.558 | 7/ 5 3/ 3 7/ 5 10.0 10.0 1 105 9 244.0 16.734 -18.957 -33.474 3.494 18.694 0.000 0.010 | 5/ 3 2/ 3 6/ 4 10.0 10.0 1 106 9 256.0 21.534 -0.168 -49.726 13.939 21.753 0.000 3.126 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 107 9 244.0 -0.027 -21.787 19.435 15.683 1.006 0.000 -1.243 | 3/ 4 3/ 3 7/ 5 10.0 10.0 1 108 13 330.0 17.290 -11.478 -41.467 8.995 7.766 0.000 2.200 | 6/ 4 3/ 3 3/ 3 10.0 10.0 1 109 8 400.0 18.966 1.548 -11.673 9.176 9.814 0.000 9.811 | 3/ 3 3/ 3 2/ 3 10.0 10.0 1 110 8 400.0 8.717 -17.497 1.230 14.125 15.101 0.000 -1.553 | 2/ 3 3/ 3 6/ 4 10.0 10.0 1 111 8 400.0 13.705 -12.238 -35.123 13.240 6.280 0.000 1.680 | 5/ 5 3/ 3 3/ 3 10.0 10.0 1 112 8 400.0 10.296 -12.761 -8.951 11.654 21.612 0.000 1.062 | 3/ 3 3/ 3 5/ 3 10.0 10.0 1 113 8 400.0 5.790 -3.353 -12.548 6.693 5.662 0.000 0.511 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 114 8 400.0 5.504 -4.228 -8.996 2.242 0.882 0.000 0.511 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 115 8 400.0 5.096 -5.920 -1.507 4.416 9.616 0.000 0.139 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 116 8 400.0 4.675 -1.426 -8.671 -1.581 -0.353 0.000 1.409 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 117 8 151.0 4.277 -2.684 -2.011 1.709 3.336 0.000 1.839 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 118 8 307.0 3.327 -3.095 -5.520 0.372 4.361 0.000 0.037 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 119 8 352.0 23.211 -1.693 -52.036 19.821 24.658 0.000 -0.506 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 120 8 342.0 0.387 -24.355 18.860 15.130 -1.346 0.000 2.624 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 121 8 225.0 22.987 -0.392 -51.754 14.383 22.548 0.000 -0.347 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 122 8 49.0 0.516 -22.853 18.191 14.856 -1.361 0.000 2.684 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 123 8 418.0 22.968 -0.569 -51.755 14.845 22.564 0.000 -0.349 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 124 7 400.0 0.522 -22.956 18.194 14.797 -1.410 0.000 2.715 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 125 7 207.0 23.223 -0.382 -52.392 14.744 22.957 0.000 -0.093 | 8/ 5 3/ 3 3/ 4 10.0 10.0 1 126 7 193.0 1.186 -22.404 18.230 16.507 1.609 0.000 2.314 | 3/ 4 3/ 3 8/ 5 10.0 10.0 1 127 7 343.6 21.022 4.367 -46.269 9.834 13.438 0.000 10.737 | 7/ 5 5/ 3 3/ 3 10.0 10.0 1 128 7 307.4 10.539 -6.183 -14.538 10.104 12.223 0.000 0.716 | 3/ 3 2/ 3 2/ 3 10.0 10.0 1 129 7 347.0 3.125 -12.824 2.325 15.242 14.987 0.000 -0.674 | 2/ 3 3/ 3 6/ 4 10.0 10.0 1 130 7 343.6 16.429 -10.656 -40.681 16.545 8.964 0.000 1.795 | 6/ 5 3/ 3 3/ 3 10.0 10.0 1 131 7 307.4 9.546 -19.118 -0.866 17.487 25.699 0.000 -2.827 | 3/ 3 3/ 3 6/ 4 10.0 10.0 1 132 7 337.0 30.331 -1.594 -43.495 26.817 26.545 0.000 14.250 | 7/ 5 6/ 4 5/ 4 8.3 9.0 1 133 7 516.9 21.011 -19.450 -30.796 8.339 35.812 0.000 -1.176 | 5/ 4 3/ 3 6/ 6 10.0 10.0 1 134 7 516.9 23.773 -1.271 -60.152 17.540 23.326 0.000 0.518 | 8/ 5 3/ 3 2/ 3 10.0 10.0 1 135 7 526.8 3.727 -17.015 18.423 22.903 23.910 0.000 9.143 | 2/ 3 2/ 3 3/ 3 10.0 10.0 1 136 7 513.3 -9.173 -29.947 -7.592 17.126 4.944 0.000 -0.147 | 3/ 4 4/ 3 8/ 5 10.0 10.0 1 137 7 513.3 26.639 8.745 -56.550 15.918 35.465 0.000 3.732 | 7/ 5 3/ 3 3/ 5 10.0 10.0 1 138 12 100.0 4.165 -10.931 25.321 35.031 29.629 0.000 1.363 | 3/ 5 3/ 5 3/ 4 10.0 10.0 1 139 12 350.0 -6.696 -24.937 14.185 14.216 -5.733 0.000 3.073 | 3/ 4 3/ 3 8/ 5 10.0 10.0

8

1 140 12 350.0 24.648 8.156 -50.991 14.627 33.253 0.000 1.462 | 7/ 5 3/ 3 3/ 4 10.0 10.0 1 141 12 300.0 3.171 -10.517 23.949 31.833 25.300 0.000 -0.377 | 3/ 5 3/ 4 3/ 4 10.0 10.0 1 142 12 350.0 -5.629 -22.998 12.351 11.346 -5.972 0.000 4.784 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 143 12 351.0 -0.815 -12.767 10.064 8.975 -9.671 0.000 -2.336 | 2/ 3 3/ 3 4/ 3 10.0 10.0 1 144 12 100.0 13.576 -2.307 -35.823 13.267 15.487 0.000 2.436 | 5/ 3 3/ 3 2/ 3 10.0 10.0 1 145 12 100.0 2.077 -14.089 12.045 13.878 1.738 0.000 0.763 | 2/ 3 3/ 3 5/ 3 10.0 10.0 1 146 12 350.0 14.690 -2.441 -41.051 15.383 16.754 0.000 2.635 | 5/ 3 3/ 3 2/ 3 10.0 10.0 1 147 12 350.0 2.915 -14.187 13.205 16.367 7.592 0.000 -0.532 | 2/ 3 3/ 3 5/ 3 10.0 10.0 1 148 12 300.0 -1.523 -2.991 -0.330 -0.986 -2.052 0.000 0.218 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 149 12 350.0 10.451 1.760 -9.604 6.721 14.222 0.000 0.109 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 150 12 351.0 -2.613 -11.535 10.977 4.829 -8.777 0.000 0.121 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 151 12 100.0 2.747 -3.003 -9.188 -5.292 -6.844 0.000 0.018 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 152 12 100.0 11.782 2.808 -13.598 4.598 14.428 0.000 0.103 | 4/ 3 2/ 2 3/ 4 10.0 10.0 1 153 12 350.0 -1.791 -10.532 11.051 6.807 -5.114 0.000 0.163 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 154 12 350.0 2.992 1.528 -2.829 -0.991 -0.143 0.000 0.099 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 155 12 300.0 -1.450 -2.895 -0.329 -0.949 -1.977 0.000 0.188 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 156 12 350.0 10.375 1.703 -9.408 6.783 14.151 0.000 0.103 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 157 12 351.0 -2.665 -11.572 10.964 4.705 -8.984 0.000 0.104 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 158 12 100.0 2.893 -2.844 -9.529 -5.409 -6.710 0.000 0.006 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 159 12 350.3 11.625 2.708 -13.249 4.673 14.229 0.000 0.104 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 160 12 352.4 -1.665 -10.363 10.951 6.906 -4.833 0.000 0.095 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 161 12 300.0 2.919 1.470 -2.745 -0.953 -0.138 0.000 0.212 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 162 12 350.3 -1.451 -2.902 -0.332 -0.954 -1.983 0.000 0.173 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 163 12 349.4 10.410 1.730 -9.493 6.743 14.173 0.000 0.093 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 164 12 292.8 -2.656 -11.565 10.982 4.738 -8.932 0.000 0.105 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 165 12 350.3 2.895 -2.874 -9.488 -5.359 -6.668 0.000 0.007 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 166 12 348.6 11.549 2.682 -13.264 4.525 13.948 0.000 0.119 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 167 12 300.0 -1.797 -10.484 10.784 6.398 -5.605 0.000 0.126 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 168 12 350.3 4.748 2.942 -4.397 -1.600 -0.036 0.000 3.157 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 169 12 349.4 11.195 2.079 -12.073 6.888 15.111 0.000 0.139 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 170 12 288.6 -1.553 -12.895 11.738 6.253 -7.731 0.000 0.064 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 171 8 1000.0 3.415 -3.495 -9.314 -5.262 -5.982 0.000 0.009 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 172 9 700.0 11.543 2.500 -13.075 5.259 14.157 0.000 0.029 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 173 9 350.0 -1.879 -10.720 11.105 6.181 -6.034 0.000 0.092 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 174 9 350.0 6.066 -8.560 -7.188 0.742 5.830 0.000 1.268 | 2/ 2 2/ 2 5/ 3 10.0 10.0 1 175 10 300.0 10.157 0.970 -10.610 8.787 14.702 0.000 0.082 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 176 10 551.0 -2.276 -11.732 11.123 5.214 -7.320 0.000 0.099 | 3/ 4 2/ 2 4/ 3 10.0 10.0 1 177 11 400.0 3.854 -3.384 -9.519 -4.898 -4.752 0.000 0.003 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 178 11 400.0 10.726 1.765 -12.172 4.726 12.312 0.000 0.068 | 3/ 2 2/ 2 2/ 3 10.0 10.0 1 179 11 400.0 -2.350 -11.379 9.654 3.909 -8.811 0.000 0.069 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 180 11 400.0 9.299 3.121 -12.929 1.004 7.375 0.000 0.071 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 181 14 400.0 4.891 -4.905 -12.042 4.094 1.590 0.000 0.148 | 3/ 3 2/ 3 3/ 3 10.0 10.0 1 182 14 400.0 5.313 -5.493 -15.361 0.988 10.720 0.000 -0.064 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 183 14 400.0 6.927 -0.363 -11.459 5.076 7.214 0.000 1.234 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 184 14 400.0 0.046 -7.437 5.099 4.284 -1.256 0.000 0.081 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 185 14 400.0 7.441 -5.586 -10.134 0.179 7.874 0.000 0.331 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 186 14 400.0 3.007 -3.044 -6.102 0.748 4.729 0.000 0.068 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 187 14 400.0 8.059 -8.793 -12.401 1.792 5.502 0.000 0.061 | 4/ 3 2/ 2 4/ 3 10.0 10.0 1 188 14 400.0 6.019 -6.541 -9.781 0.693 6.065 0.000 -0.038 | 3/ 2 2/ 2 4/ 3 10.0 10.0 1 189 14 400.0 3.389 -3.175 -8.228 0.876 2.911 0.000 0.674 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 190 14 400.0 5.764 -6.215 -8.770 1.134 5.766 0.000 0.189 | 3/ 2 2/ 2 3/ 2 10.0 10.0 1 191 14 400.0 3.802 -4.651 -3.219 2.193 -2.089 0.000 0.010 | 3/ 2 2/ 2 4/ 3 7.5 7.5 1 192 14 400.0 4.962 -3.491 -4.737 2.217 -1.196 0.000 0.030 | 4/ 3 2/ 2 2/ 2 7.5 7.5 1 193 14 400.0 3.397 -5.056 -1.788 2.037 -3.480 0.000 0.025 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 194 14 400.0 5.033 -3.420 -5.082 2.015 -1.354 0.000 0.035 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 195 14 400.0 3.429 -5.023 -1.857 2.033 -3.477 0.000 0.020 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 196 12 100.0 5.022 -3.430 -5.049 2.026 -1.349 0.000 0.034 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 197 12 350.0 3.447 -5.006 -1.875 2.050 -3.440 0.000 0.021 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 198 12 350.0 4.902 -3.551 -4.807 2.028 -1.505 0.000 0.013 | 4/ 3 2/ 2 2/ 2 7.5 7.5 1 199 12 300.0 3.430 -5.023 -1.920 1.971 -3.475 0.000 0.046 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 200 12 350.0 4.699 -3.757 -3.833 2.595 -1.297 0.000 0.024 | 3/ 2 2/ 2 2/ 2 7.5 7.5 1 201 12 351.0 3.421 -5.035 -1.855 2.017 -3.458 0.000 0.032 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 202 14 400.0 5.033 -3.423 -5.076 2.021 -1.353 0.000 0.023 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 203 14 400.0 3.429 -5.027 -1.859 2.030 -3.492 0.000 0.032 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 204 9 700.0 5.018 -3.437 -5.041 2.027 -1.372 0.000 0.020 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 205 8 399.7 3.460 -4.996 -1.861 2.090 -3.398 0.000 0.039 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 206 8 400.5 -1.918 -3.596 -0.386 -1.308 -2.571 0.000 -0.242 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 207 8 399.7 11.464 2.717 -14.154 3.716 12.761 0.000 -0.017 | 4/ 3 2/ 2 2/ 3 10.0 10.0 1 208 8 400.5 -1.962 -10.614 9.892 4.937 -7.528 0.000 0.169 | 2/ 3 2/ 2 3/ 2 10.0 10.0 1 209 9 350.3 2.895 -2.906 -8.275 -4.381 -5.749 0.000 0.011 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 210 9 349.4 11.047 2.395 -11.401 5.510 14.054 0.000 0.193 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 211 9 350.3 -2.759 -11.521 11.233 4.801 -9.063 0.000 0.042 | 3/ 4 2/ 2 3/ 2 10.0 10.0 1 212 9 349.4 4.845 -3.611 -4.784 1.937 -1.762 0.000 0.060 | 4/ 3 2/ 2 2/ 2 7.5 7.5 1 213 14 399.7 3.821 -4.634 -2.356 2.318 -2.627 0.000 -0.017 | 2/ 2 2/ 2 3/ 2 7.5 7.5 1 214 14 400.5 5.795 -5.696 -16.117 1.400 13.336 0.000 0.036 | 3/ 2 2/ 2 3/ 3 10.0 10.0 1 215 14 399.7 17.155 -0.738 -39.744 11.255 16.046 0.000 -0.792 | 6/ 4 3/ 3 2/ 3 10.0 10.0 1 216 14 400.5 1.642 -17.431 12.069 12.588 3.385 0.000 5.316 | 2/ 3 3/ 3 6/ 4 10.0 10.0 1 217 12 350.3 18.705 -1.124 -43.935 12.705 17.700 0.000 -0.819 | 7/ 5 3/ 3 2/ 3 10.0 10.0 1 218 12 349.4 2.921 -17.953 13.615 17.210 10.569 0.000 5.764 | 2/ 3 3/ 3 6/ 4 10.0 10.0 1 219 12 300.0 16.673 -0.478 -32.145 11.094 15.569 0.000 0.509 | 6/ 4 2/ 2 2/ 3 10.0 10.0 1 220 12 350.3 0.499 -16.640 11.798 9.798 -0.699 0.000 0.453 | 2/ 3 2/ 2 6/ 4 10.0 10.0 1 221 12 348.6 12.321 -2.691 -26.539 10.140 8.631 0.000 -1.166 | 5/ 3 2/ 2 2/ 2 10.0 10.0 1 222 12 288.6 2.757 -12.114 6.379 9.013 5.902 0.000 1.769 | 2/ 2 2/ 2 5/ 3 10.0 10.0 1 223 12 288.6 5.039 -3.398 -5.112 2.001 -1.350 0.000 0.061 | 5/ 3 2/ 2 2/ 2 7.5 7.5

9

1 224 14 399.7 3.432 -5.034 -1.861 2.036 -3.586 0.000 0.053 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 225 14 399.9 5.037 -3.402 -5.115 1.992 -1.380 0.000 0.060 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 226 14 399.7 3.814 -4.655 -1.994 2.666 -2.223 0.000 0.059 | 2/ 2 2/ 2 3/ 2 7.5 7.5 1 227 14 390.2 10.412 1.177 -11.068 8.746 15.053 0.000 0.138 | 3/ 2 2/ 2 3/ 4 10.0 10.0 1 228 14 400.5 -2.369 -11.891 11.363 5.270 -7.489 0.000 0.029 | 3/ 4 2/ 2 4/ 3 10.0 10.0 1 229 14 394.8 3.831 -3.378 -9.399 -4.844 -4.732 0.000 0.002 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 230 14 399.7 10.783 1.700 -12.386 4.730 12.321 0.000 0.112 | 3/ 2 2/ 2 2/ 3 10.0 10.0 1 231 14 400.5 -2.480 -11.566 9.637 3.887 -8.919 0.000 0.062 | 2/ 3 2/ 2 4/ 3 10.0 10.0 1 232 14 399.7 9.582 3.630 -13.662 0.564 7.463 0.000 0.250 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 233 14 399.9 0.045 -5.154 5.232 5.318 0.069 0.000 0.049 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 234 7 81.0 4.929 -3.510 -4.871 2.019 -1.540 0.000 0.056 | 4/ 3 2/ 2 2/ 2 7.5 7.5 1 235 7 318.6 3.512 -4.938 -2.038 2.019 -3.478 0.000 0.069 | 2/ 2 2/ 2 4/ 3 7.5 7.5 1 236 7 404.0 4.952 -3.486 -4.937 2.001 -1.512 0.000 0.049 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 237 14 399.7 3.805 -4.367 -2.087 2.575 -1.769 0.000 0.060 | 2/ 2 2/ 2 3/ 2 7.5 7.5 1 238 14 404.0 3.482 -4.988 -1.979 2.017 -3.536 0.000 0.048 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 239 12 333.0 2.876 -2.864 -3.360 1.008 -0.596 0.000 0.214 | 3/ 2 2/ 2 3/ 2 7.5 7.5 1 240 12 338.7 3.774 -2.756 -3.511 1.661 -0.924 0.000 0.059 | 3/ 2 2/ 2 2/ 2 7.5 7.5 1 241 12 338.7 2.699 -3.805 -1.587 1.437 -2.566 0.000 0.022 | 2/ 2 2/ 2 3/ 2 7.5 7.5 1 242 12 327.9 3.833 -2.665 -3.810 1.454 -1.009 0.000 0.046 | 3/ 2 2/ 2 2/ 2 7.5 7.5 1 243 12 181.0 3.014 -3.489 -1.575 2.053 -1.409 0.000 0.052 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 244 12 175.5 27.768 10.735 -55.376 9.057 13.563 0.000 15.672 | 7/ 5 6/ 4 5/ 3 10.0 10.0 1 245 12 172.7 19.396 -2.458 -36.911 16.895 17.129 0.000 -4.930 | 5/ 3 3/ 3 2/ 3 10.0 10.0 1 246 12 181.0 3.819 -20.384 12.879 16.838 11.205 0.000 6.582 | 2/ 3 3/ 3 7/ 5 10.0 10.0 1 247 7 382.2 5.153 -3.294 -5.342 2.010 -1.095 0.000 0.015 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 248 7 522.1 3.498 -5.084 -1.905 2.124 -3.594 0.000 0.082 | 2/ 2 2/ 2 5/ 3 7.5 7.5 1 249 9 350.0 9.391 0.955 -10.933 4.073 9.530 0.000 0.564 | 3/ 2 2/ 2 2/ 3 10.0 10.0 1 250 9 350.0 -1.094 -9.126 5.969 4.016 -5.874 0.000 -0.965 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 251 8 419.5 8.166 0.040 -8.473 3.056 7.012 0.000 1.654 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 252 8 444.5 -2.163 -10.554 5.151 1.708 -9.290 0.000 0.053 | 2/ 2 2/ 2 4/ 3 10.0 10.0 1 253 10 350.0 3.553 -1.906 -5.419 3.535 2.678 0.000 0.824 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 254 12 350.0 -0.456 -5.779 -1.608 -0.177 -2.842 0.000 0.087 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 255 12 260.4 3.807 0.234 -3.379 2.146 3.707 0.000 1.137 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 256 14 513.0 0.194 -4.073 -0.565 3.223 1.521 0.000 -0.314 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 257 14 419.5 11.482 -0.513 -31.562 6.564 8.110 0.000 3.381 | 4/ 3 3/ 3 2/ 3 10.0 10.0 1 258 14 444.5 3.026 -9.492 2.075 6.295 0.644 0.000 0.607 | 2/ 3 3/ 3 3/ 3 10.0 10.0 1 259 12 336.4 10.533 2.053 -21.036 3.752 10.879 0.000 -0.787 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 260 12 336.4 -0.274 -12.667 8.180 5.017 -6.422 0.000 1.502 | 2/ 2 2/ 2 4/ 3 10.0 10.0 1 261 12 177.1 21.697 1.433 -47.497 12.977 26.296 0.000 5.286 | 7/ 5 3/ 3 3/ 4 10.0 10.0 1 262 12 177.1 -1.291 -22.716 23.804 16.157 -4.925 0.000 -3.842 | 3/ 5 3/ 3 8/ 5 10.0 10.0 1 263 14 343.2 -4.292 -13.180 0.490 -8.806 -24.978 0.000 -0.194 | 2/ 2 3/ 2 8/ 5 10.0 10.0 1 264 14 307.9 -2.070 -10.302 0.278 -5.174 -17.468 0.000 1.249 | 2/ 2 2/ 2 6/ 4 10.0 10.0 1 265 14 343.0 5.925 -0.443 -13.793 -4.123 -2.873 0.000 -0.917 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 266 14 307.0 4.226 -2.491 -5.991 1.596 -0.718 0.000 0.602 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 267 14 343.2 3.140 -1.802 -2.627 2.082 0.323 0.000 -0.070 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 268 14 307.9 0.951 -4.465 0.858 1.341 -4.736 0.000 -0.394 | 2/ 2 2/ 2 6/ 4 7.5 7.5 1 269 14 393.8 9.154 1.082 -10.193 3.449 8.677 0.000 0.987 | 3/ 2 2/ 2 2/ 2 10.0 10.0 1 270 9 399.7 -0.820 -8.881 6.509 3.924 -5.473 0.000 -0.474 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 271 9 390.0 4.266 0.464 -5.279 0.163 1.427 0.000 0.846 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 272 12 296.4 0.171 -3.663 -0.120 0.770 -0.798 0.000 0.124 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 273 8 534.6 4.366 -1.646 -4.700 1.298 1.222 0.000 0.153 | 4/ 3 2/ 2 2/ 2 7.5 7.5 1 274 8 527.6 2.710 -2.058 -2.342 1.049 0.158 0.000 0.095 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 275 9 100.0 4.662 -1.348 -5.091 1.411 1.364 0.000 0.032 | 5/ 3 2/ 2 2/ 2 7.5 7.5 1 276 14 400.0 2.501 -2.253 -1.388 1.368 -0.060 0.000 0.061 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 277 14 400.0 4.262 -2.068 -4.145 1.599 0.618 0.000 -0.054 | 4/ 3 2/ 2 2/ 2 7.5 7.5 1 278 14 400.0 2.536 -2.123 -2.005 0.838 -0.418 0.000 0.016 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 279 14 400.0 3.783 -3.050 -3.790 1.163 -1.375 0.000 0.085 | 3/ 2 2/ 2 2/ 2 7.5 7.5 1 280 14 400.0 8.128 -0.265 -18.349 6.279 8.183 0.000 2.198 | 4/ 3 2/ 2 2/ 2 10.0 10.0 1 281 14 400.0 -0.870 -8.100 5.692 2.398 -5.477 0.000 0.037 | 2/ 2 2/ 2 3/ 2 10.0 10.0 1 282 14 400.0 0.203 -5.405 5.378 5.051 0.325 0.000 0.072 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 283 7 408.8 7.050 -3.602 -24.462 7.803 3.151 0.000 0.354 | 4/ 3 3/ 3 2/ 3 10.0 10.0 1 284 7 102.6 3.279 -7.324 1.520 7.725 9.008 0.000 2.771 | 2/ 3 3/ 3 4/ 3 10.0 10.0 1 285 14 230.0 -0.846 -2.089 0.067 -0.347 -1.022 0.000 0.191 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 286 9 100.0 1.324 -1.115 -1.714 1.000 -0.179 0.000 -0.067 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 287 14 400.0 0.983 -1.441 -0.476 0.742 -0.327 0.000 0.165 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 288 14 400.0 1.435 -0.981 -1.797 0.715 -0.143 0.000 -0.071 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 289 14 400.0 0.989 -1.427 -0.524 0.741 -0.333 0.000 0.165 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 290 14 400.0 1.428 -0.988 -1.772 0.731 -0.119 0.000 -0.072 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 291 14 400.0 0.989 -1.427 -0.502 0.694 -0.368 0.000 0.168 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 292 14 400.0 1.394 -1.022 -1.753 0.649 -0.235 0.000 0.025 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 293 14 399.7 0.275 -9.651 11.151 10.777 -0.211 0.000 1.470 | 2/ 3 2/ 3 3/ 2 10.0 10.0 1 294 8 320.2 -6.498 -10.861 -6.829 -3.626 -7.510 0.000 -0.304 | 3/ 2 3/ 2 3/ 2 10.0 10.0 1 295 8 317.1 1.648 0.001 -1.043 0.689 1.653 0.000 0.334 | 2/ 2 2/ 2 2/ 2 7.5 7.5 1 296 12 500.9 2.075 0.850 -1.536 -0.347 0.175 0.000 1.619 | 2/ 2 2/ 2 2/ 2 10.0 10.0 1 297 14 318.4 1.310 -1.111 -1.619 1.008 -0.175 0.000 0.175 | 2/ 2 2/ 2 2/ 2 7.5 7.5 ----------------------------------------------------------------------------------- Range: Mmax=60.152, Vmax=30.331, Trmax=15.672, Nmin=0.000, Nmax=0.000 ----------------------------------------------------------------------------------- Column Elements (Steel: frl,frm,frr,frv,frmx Concrete: nbt,nbf,spc,ro) Flr Idx s Len Na Vx Vy Mx My ----------------------------------------------------------------------------------- 1 1 3 420.0 -175.647 9.655 11.581 12.169 24.300 | 8 2 10.0 1.08 1 2 3 420.0 -165.486 9.833 11.478 29.185 24.715 | 14 2 10.0 1.88 1 3 2 420.0 -132.884 1.954 16.855 38.328 6.076 | 12 2 10.0 1.27

10

1 4 2 420.0 -131.800 5.788 16.676 38.281 10.936 | 12 2 10.0 1.27 1 5 2 420.0 -247.780 6.313 14.009 36.503 16.806 | 12 2 10.0 1.27 1 6 2 420.0 -183.836 9.802 11.869 30.180 25.240 | 12 2 10.0 1.27 1 7 2 420.0 -150.373 10.098 13.298 29.962 6.642 | 12 2 10.0 1.27 1 8 2 420.0 -245.577 7.427 15.864 24.899 12.387 | 12 2 10.0 1.27 1 9 2 420.0 -242.962 7.378 15.673 25.516 10.184 | 12 2 10.0 1.27 1 10 2 420.0 -201.070 7.991 14.822 21.290 19.214 | 12 2 10.0 1.27 1 11 2 420.0 -201.994 8.930 11.351 30.946 21.394 | 12 2 10.0 1.27 1 12 2 420.0 -239.860 7.415 15.706 35.575 17.528 | 12 2 10.0 1.27 1 13 2 420.0 -241.088 7.979 15.583 34.811 19.407 | 12 2 10.0 1.27 1 14 2 420.0 -135.385 7.702 16.109 36.128 10.817 | 12 2 10.0 1.27 1 15 2 420.0 -114.041 8.079 11.713 27.678 3.171 | 12 2 10.0 1.27 1 16 2 420.0 -210.153 6.095 11.606 23.314 14.744 | 12 2 10.0 1.27 1 17 2 420.0 -233.477 5.512 12.906 22.166 13.579 | 12 2 10.0 1.27 1 18 2 420.0 -260.634 7.496 13.358 20.531 14.466 | 12 2 10.0 1.27 1 19 5 420.0 -13.945 4.393 4.998 11.307 1.059 | 12 2 10.0 2.85 1 20 5 420.0 -25.496 3.194 6.406 8.129 4.648 | 16 2 10.0 3.80 1 21 4 420.0 -12.018 5.866 7.012 11.936 12.525 | 12 2 10.0 1.82 1 22 4 420.0 -13.765 4.706 10.446 23.210 11.219 | 16 2 10.0 2.43 1 23 4 420.0 -51.881 5.461 6.541 13.594 6.285 | 12 2 10.0 1.82 1 24 4 420.0 -32.663 2.742 4.021 8.099 2.740 | 8 2 10.0 1.22 1 25 2 420.0 -130.701 5.349 15.327 20.287 13.043 | 12 2 10.0 1.27 1 26 2 420.0 -159.240 8.283 15.205 20.638 9.239 | 12 2 10.0 1.27 1 27 2 420.0 -149.251 7.899 15.059 19.335 16.849 | 12 2 10.0 1.27 1 28 2 420.0 -224.112 5.468 12.216 30.324 13.528 | 12 2 10.0 1.27 1 29 2 420.0 -244.298 8.582 11.973 29.696 8.855 | 12 2 10.0 1.27 1 30 2 420.0 -242.953 8.738 11.887 29.398 19.563 | 12 2 10.0 1.27 1 31 2 420.0 -219.639 5.523 12.136 29.389 13.692 | 12 2 10.0 1.27 1 32 2 420.0 -240.138 8.483 11.809 28.645 9.496 | 12 2 10.0 1.27 1 33 2 420.0 -238.682 8.728 11.730 28.469 19.712 | 12 2 10.0 1.27 1 34 2 420.0 -227.940 5.581 13.006 31.657 13.793 | 12 2 10.0 1.27 1 35 2 420.0 -241.126 8.619 11.753 28.435 9.994 | 12 2 10.0 1.27 1 36 2 420.0 -238.503 8.816 11.750 28.419 19.911 | 12 2 10.0 1.27 1 37 2 420.0 -182.846 7.702 15.736 37.232 7.078 | 12 2 10.0 1.27 1 38 2 420.0 -220.784 5.491 11.653 27.689 2.014 | 12 2 10.0 1.27 1 39 2 420.0 -223.462 5.453 12.078 29.550 2.265 | 12 2 10.0 1.27 1 40 4 420.0 -43.070 4.466 9.268 21.399 10.307 | 16 2 10.0 2.43 1 41 2 420.0 -124.078 4.692 10.765 9.318 0.252 | 12 2 10.0 1.27 1 42 2 420.0 -136.132 6.307 9.641 23.190 12.293 | 12 2 10.0 1.27 1 43 2 420.0 -97.839 5.362 9.364 15.559 11.767 | 12 2 10.0 1.27 1 44 2 420.0 -101.651 4.875 10.635 19.434 12.667 | 12 2 10.0 1.27 1 45 6 420.0 -19.851 0.540 1.768 3.153 1.159 | 4 2 5.0 1.42 1 46 6 420.0 -62.304 0.456 4.406 8.463 0.641 | 8 2 5.0 2.84 1 47 6 420.0 -33.402 0.440 2.232 4.746 0.925 | 4 2 5.0 1.42 1 48 6 420.0 -32.316 0.362 1.755 5.391 0.769 | 4 2 5.0 1.42 1 49 2 420.0 -250.546 4.291 13.183 34.767 8.276 | 12 2 10.0 1.27 1 50 2 420.0 -201.568 8.488 15.991 38.600 10.202 | 12 2 10.0 1.27 1 51 2 420.0 -199.914 11.177 13.892 34.244 24.754 | 12 2 10.0 1.27 1 52 2 420.0 -200.248 8.623 16.465 28.464 7.794 | 16 2 10.0 1.69 1 53 1 420.0 -315.102 12.485 21.321 51.772 14.720 | 16 2 10.0 1.24 1 54 4 420.0 -12.779 5.852 7.075 12.041 4.298 | 12 2 10.0 1.82 1 55 2 420.0 -183.311 9.789 11.304 28.028 24.750 | 12 2 10.0 1.27 1 56 2 420.0 -107.283 5.326 10.198 24.665 8.721 | 12 2 10.0 1.27 ----------------------------------------------------------------------------------- Range: Nmin=0.000, Nmax=315.102, Mmax=51.772, Vmax=21.321, Trmax=0.000 FLOOR NO. 2 (N,V x 1000; M,Tor x 100000 OR 1.0E+05) ----------------------------------------------------------------------------------- Beam Elements (Steel: frl,frm,frr,frv,frmx Concrete: nl/nl nm/nm nr/nr sl sr) Flr Idx s Len Vl Vr Ml Mm Mr Na Tr ----------------------------------------------------------------------------------- 2 1 8 400.0 0.969 -1.454 -0.460 0.732 -0.362 0.000 -0.068 | 2/ 2 2/ 2 2/ 2 7.5 7.5 2 2 8 400.0 1.434 -0.982 -1.768 0.709 -0.146 0.000 0.163 | 2/ 2 2/ 2 2/ 2 7.5 7.5 2 3 8 400.0 1.011 -1.405 -0.550 0.746 -0.301 0.000 -0.068 | 2/ 2 2/ 2 2/ 2 7.5 7.5 2 4 8 400.0 1.009 -1.407 -1.399 0.403 -1.148 0.000 0.140 | 2/ 2 2/ 2 2/ 2 7.5 7.5 2 5 8 400.0 2.416 0.000 -4.832 -0.900 0.000 0.000 0.000 | 4/ 3 2/ 2 2/ 2 7.5 7.5 2 6 8 400.0 4.745 -3.695 -4.176 2.346 -1.577 0.000 0.045 | 4/ 3 2/ 2 2/ 2 7.5 7.5 2 7 8 400.0 20.006 -7.763 -43.369 15.217 8.632 0.000 3.300 | 7/ 5 3/ 3 2/ 3 10.0 10.0 2 8 8 400.0 7.656 -19.580 5.584 15.210 16.154 0.000 0.991 | 2/ 3 3/ 3 6/ 4 10.0 10.0 2 9 8 400.0 8.319 -5.708 -17.398 3.292 2.746 0.000 0.629 | 5/ 3 2/ 2 2/ 2 10.0 10.0 2 10 8 400.0 2.991 -2.863 -2.580 0.589 -1.366 0.000 0.135 | 2/ 2 2/ 2 2/ 2 7.5 7.5 2 11 8 400.0 20.001 -0.272 -44.102 15.284 22.122 0.000 -1.876 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 12 8 400.0 -0.093 -20.748 16.487 12.333 -2.454 0.000 3.422 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 13 8 400.0 19.720 0.374 -43.359 11.617 20.423 0.000 -1.686 | 7/ 5 3/ 3 2/ 3 10.0 10.0 2 14 8 400.0 -0.187 -19.791 16.027 11.834 -3.140 0.000 3.427 | 2/ 3 3/ 3 7/ 5 10.0 10.0 2 15 8 400.0 19.521 0.465 -43.003 11.634 20.278 0.000 -1.718 | 7/ 5 3/ 3 2/ 3 10.0 10.0 2 16 8 400.0 -0.433 -19.702 15.713 10.907 -4.561 0.000 3.445 | 2/ 3 3/ 3 7/ 5 10.0 10.0 2 17 8 400.0 21.756 0.138 -46.271 15.114 23.993 0.000 2.783 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 18 8 400.0 -0.782 -22.399 18.797 12.787 -6.028 0.000 -0.551 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 19 8 400.0 21.711 0.694 -46.694 12.307 22.573 0.000 2.474 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 20 8 400.0 -0.726 -21.680 18.180 12.337 -6.367 0.000 -0.559 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 21 8 400.0 21.740 0.718 -46.822 12.295 22.589 0.000 2.436 | 7/ 5 3/ 3 3/ 4 10.0 10.0

11

2 22 8 400.0 -0.662 -21.676 18.183 12.455 -6.121 0.000 -0.574 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 23 8 400.0 21.779 0.169 -46.238 15.053 24.071 0.000 -0.761 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 24 8 400.0 -0.812 -22.412 18.926 12.824 -6.051 0.000 2.549 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 25 9 100.0 21.708 0.722 -46.699 12.352 22.624 0.000 -0.622 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 26 9 350.0 -0.716 -21.751 18.223 12.337 -6.345 0.000 2.540 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 27 9 350.0 21.745 0.749 -46.813 12.341 22.673 0.000 -0.669 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 28 9 300.0 -0.720 -21.736 18.289 12.378 -6.312 0.000 2.546 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 29 9 350.0 20.121 -0.462 -44.355 15.078 21.927 0.000 3.633 | 7/ 5 3/ 3 3/ 4 10.0 10.0 2 30 9 201.0 -0.234 -20.551 16.529 12.343 -2.755 0.000 -1.646 | 3/ 4 3/ 3 7/ 5 10.0 10.0 2 31 9 150.0 19.806 0.139 -43.573 11.842 20.385 0.000 3.398 | 7/ 5 3/ 3 2/ 3 10.0 10.0 2 32 9 100.0 -0.313 -19.730 15.975 11.811 -3.456 0.000 -1.658 | 2/ 3 3/ 3 7/ 5 10.0 10.0 2 33 9 100.0 19.998 0.370 -43.990 11.998 20.972 0.000 3.456 | 7/ 5 3/ 3 2/ 3 10.0 10.0 2 34 9 350.0 -0.191 -19.474 16.569 12.50