19a-rb1-2

5
 Continuous Beam: 19A-RB1-2 (Code of Practice : CP65 - 1999)  C01 3/3/2015 11:15:13 AM Input Tables Fcu (MPa) Fy (MPa) Fyv (MPa) % Redistribution Downward/Optimized redistr. Cover to centre top steel(mm) Cover to centre bot.steel(mm) Dead Load Factor Live Load Factor Density of concrete (kN/m3) % Live load permanent Ø (Creep coefficient) Ecs (Free shrinkage strain) 35 460 460 0 D 35 35 1.4 1.6 24 0 2 300E-6 Sec No.  Bw (mm)  D (mm) Bf-top  (mm) Hf-top  (mm) Bf-bot  (mm) Hf-bot  (mm) Y-offset  (mm) Web offset Flange offset 1 200 450 Span No Section Length(m) Sec No Left Sec No Right 1 6 1 1 2 3.8 1 1 Sup No. Code C,F Column Below Code F,P Column above Code F,P D(mm) B(mm) H(m) D(mm) B(mm) H(m)  Case  D,L Span  Wleft (kN/m) Wright (kN/m)  a (m)  b (m)  P (kN)  a (m)  M (kNm)  a (m) Load Description D 1 15 15 L 1 3 3 D 2 15 15 18 1.9 L 2 3 3 3 1.9 Span  M left (kNm) M right (kNm)  Sheet Job Number Job Title Client Calcs by Checked by Date  Software Consultants (Pty) Ltd Internet: http://www.prokon.com E-Mail : [email protected] KTP/26/14 THE CREEK M/s KTP CONSULTANTS PTE LTD HT/LT T&T FEB 2015  200         4         5         0 Sections 1 2 3 SPAN 1 Dead+ Own W Live 17.16  3.00 SPAN 2 18.00  3.00 Beam Elevation Sheet Job Number Job Title Client Calcs by Checked by Date  Software Consultants (Pty) Ltd Internet: http://www.prokon.com E-Mail : [email protected] KTP/26/14 THE CREEK M/s KTP CONSULTANTS PTE LTD HT/LT T&T FEB 2015

Upload: hanteong

Post on 04-Feb-2018

217 views

Category:

Documents


0 download

TRANSCRIPT

7/21/2019 19A-RB1-2

http://slidepdf.com/reader/full/19a-rb1-2 1/5

Continuous Beam: 19A-RB1-2  (Code of Practice : CP65 - 1999)

 C013/3/2015 11:15:13 AM

Input Tables

Fcu (MPa)

Fy (MPa)

Fyv (MPa)

% Redistribution

Downward/Optimized redistr.

Cover to centre top steel(mm)

Cover to centre bot.steel(mm)

Dead Load Factor

Live Load Factor

Density of concrete (kN/m3)

% Live load permanent

Ø (Creep coefficient)

Ecs (Free shrinkage strain)

35

460

460

0

D

35

35

1.4

1.6

24

0

2

300E-6

SecNo.

 Bw(mm)

 D(mm)

Bf-top (mm)

Hf-top (mm)

Bf-bot (mm)

Hf-bot (mm)

Y-offset (mm)

Weboffset

Flangeoffset

1 200 450

SpanNo

SectionLength(m)

Sec NoLeft

Sec NoRight

1 6 1 1

2 3.8 1 1

SupNo.

CodeC,F

Column Below CodeF,P

Column above CodeF,P

D(mm) B(mm) H(m) D(mm) B(mm) H(m)

 

Case D,L

Span 

Wleft(kN/m)

Wright(kN/m)

 a(m)

 b(m)

 P(kN)

 a(m)

  M(kNm)

 a(m)

LoadDescription

D 1 15 15

L 1 3 3

D 2 15 15 18 1.9

L 2 3 3 3 1.9

Span 

M left(kNm)

M right(kNm)

 

Sheet Job Number 

Job Title 

Client 

Calcs by Checked by Date  

Software Consultants (Pty) Ltd 

Internet: http://www.prokon.com 

E-Mail : [email protected] 

KTP/26/14

THE CREEK

M/s KTP CONSULTANTS PTE LTD

HT/LT T&T FEB 2015

 

200

        4        5        0

Sections

1 2 3SPAN 1

Dead+Own W

Live

17.16

 3.00

SPAN 2

18.00

 3.00

Beam Elevation

Sheet Job Number 

Job Title 

Client 

Calcs by Checked by Date  

Software Consultants (Pty) Ltd 

Internet: http://www.prokon.com 

E-Mail : [email protected] 

KTP/26/14

THE CREEK

M/s KTP CONSULTANTS PTE LTD

HT/LT T&T FEB 2015

7/21/2019 19A-RB1-2

http://slidepdf.com/reader/full/19a-rb1-2 2/5

7/21/2019 19A-RB1-2

http://slidepdf.com/reader/full/19a-rb1-2 3/5

7/21/2019 19A-RB1-2

http://slidepdf.com/reader/full/19a-rb1-2 4/5

7/21/2019 19A-RB1-2

http://slidepdf.com/reader/full/19a-rb1-2 5/5

 COLUMN REACTIONS

 Support Dead Load(kN) Live Load(kN) Dead + Live(kN) Ultimate(kN)

  1 40.77 7.13 47.90 70.41  2 120.70 21.01 141.72 202.61

  3 24.69 4.25 28.95 49.83

  ---------------------------------------------------------------------

 COLUMN MOMENTS (Ultimate limit state)

 Columns below

 Support Bending Moment(kNm) Shear Force (kN)

 No. Min. Max. Min. Max.

  1 0.00 0.00 0.00 0.00  2 0.00 0.00 0.00 0.00

  3 0.00 0.00 0.00 0.00

 Columns above

 Support Bending Moment(kNm) Shear Force (kN)

 No. Min. Max. Min. Max.

  1 0.00 0.00 0.00 0.00

  2 0.00 0.00 0.00 0.00  3 0.00 0.00 0.00 0.00

  ---------------------------------------------------------------------

Sheet Job Number 

Job Title 

Client 

Calcs by Checked by Date  

Software Consultants (Pty) Ltd 

Internet: http://www.prokon.com 

E-Mail : [email protected] 

KTP/26/14

THE CREEK

M/s KTP CONSULTANTS PTE LTD

HT/LT T&T FEB 2015