quis 2

5
LL 25 Kn/m DL 22 Kn/m Tendon e (mm) P (KN) 1 1000 -220 1000 2 500 0 500 3 4100 607.75862069 5500 AS 1140.3981333 mm 0.0058758577 Fc' 40 MPa fy 400 MPa Fpu 1860 Mpa Ec 29725.410006 MPa Properti Penampang y A Ay 1 125 125000 15625000 58269916765.755 2 750 400000 3E+08 1334423305.58858 3 1350 200000 2.7E+08 58805142687.2771 725000 5.86E+08 473043642241.379 y 807.75862069 mm A 0.0332 B 114 C 12 mencari c C 500 400 473.193703451192 Penampang 1 0.005128 0.005128 0.0051282051282051 -0.00017 -0.00017 -0.000173818653294 0.000467 -0.00017 0.0003230325579307 0.004488 0.004631 0.0046313539169801 875.1051 903.0799 903.079883403087 875.1051 903.0799 903.079883403087 Penampang 2 0.005128 0.005128 0.0051282051282051 -0.000325 -0.00032 -0.000324812085417 0.000853 0.001817 0.0010717450884884 AP (mm 2 ) es A(y-y ) 2 e Pe1 e Ce1 e Pt1 e Pn1 F pn1 (MPa) T pn1 (KN) e Pe2 e Ce2 e Pti2

Upload: kevin-nathaniel

Post on 22-Dec-2015

218 views

Category:

Documents


2 download

DESCRIPTION

aa

TRANSCRIPT

Page 1: quis 2

LL 25 Kn/mDL 22 Kn/m

Tendon e (mm) P (KN)1 1000 -220 10002 500 0 5003 4100 607.75862069 5500

AS 1140.3981333 mm0.0058758577

Fc' 40 MPafy 400 MPa

Fpu 1860 MpaEc 29725.410006 MPa

Properti

Penampang y A Ay I1 125 125000 15625000 58269916765.755 651041666.67 589209584322 750 400000 3E+08 1334423305.58858 33333333333 346677566393 1350 200000 270000000 58805142687.2771 666666666.67 59471809354

725000 585625000 473043642241.379 153060524425

y 807.75862069 mm

A 0.0332B 114C 12

mencari cC 500 400 473.193703451192

Penampang 1

0.005128 0.0051282 0.00512820512820513

-0.00017 -0.000174 -0.0001738186532944

0.000467 -0.000167 0.00032303255793071

0.004488 0.0046314 0.00463135391698005

875.1051 903.07988 903.079883403087

875.1051 903.07988 903.079883403087Penampang 2

0.005128 0.0051282 0.00512820512820513

-0.000325 -0.000325 -0.0003248120854171

0.000853 0.0018168 0.00107174508848841

AP (mm2)

es

A(y-y)2 ITOT

e Pe1

e Ce1

e Pt1

e Pn1

F pn1 (MPa)

T pn1 (KN)

e Pe2

e Ce2

e Pti2

Page 2: quis 2

0.006306 0.0065248 0.00652476230211069

1227.891 1269.4332 1269.43315789841

613.945 634.71658 634.717Penampang 3

0.00687929956 0.0068793 0.00687929956222639

-0.00074 -0.000742 -0.0007419373583268

0.0045 0.006375 0.00492487299101771

0.012121 0.0125461 0.0125461099115709

1729.397 1733.0934 1733.0934365676

7090.53 7105.6831 7105.68308992716Cc (KN) 5304 4243.2 5019.64

4080 4080 4080

456.1593 456.15925 456.1593348.2605 -776.4388 456.1593

MN (KNmm) 8975333.78873089MN (KNm) 8975.33378873089

e Pni2

F pni2 (MPa)

T pni2 (KN)

e Pe3

e Ce3

e Pti3

ePni3

Fpni3 (MPA)

T pni3 (KN)

Cc flange

Ts (KN)S H

Page 3: quis 2

Diketahuib 300 mm Ap 1100h 800 mm e1 300A 240000 mm2 Pe1 1500y 400 mm Ep 195000I 12800000000 mm4 1.28 EC 29725.4100055828E 200000 MPa b 0.779As 1470 mmAS' 735 mmd 700 mmasumsi Perhitungan Tanpa Tulangan

C (mm) 200 240 276.60 C (mm)

0.006993 0.006993 0.006993

0.000565 0.000565 0.000565

0.007500 0.005750 0.0045920.015058 0.013308 0.012150

1751.01 1738.97 1729.66

1926113.77 1912866.73 1902629.51

0.008250 0.006375 0.005134 Cc (N)

588000 588000 588000

0.00225 0.002375 0.002457708 MN (Nmm)

294000 294000 294000 MN (KNm)Cc (N) 1588285.71 1905942.86 2196629.51

-631828.06 -300923.87 0.00 PPrMN (Nmm) 1521612167.91146MN (KNm) 1521.61216791146

e Pe e Pe

e Pc e Pc

e Pt e Pt

e pn e pn

Fpn (MPa) Fpn (MPa)

Tpn (N) Tpn (N)

e s

F s (N) S H (N)

es'

Fs' (N)

S H (N)

Page 4: quis 2

mm2 A 0.0332mm B 114KN C 12

MPaMPa

200 240.84

0.006993 0.006993

0.000565 0.000565

0.007500 0.0057190.015058 0.013278

1751.01 1738.75

1926113.77 1912620.86

1588285.71 1912620.86

-337828.06 0.00

1159515066.48384

1159.51506648384

1.312283220.76203062