7/24/2019 N35HB5-6
1/5
Continuous Beam: N35HB5-6-750X600 (Code of Practice : CP65 -
1999)C0130/10/2015 5:10:53 PM
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
(Creep coefficient)
Ecs (Free shrinkage strain)
35
460
460
0
D
40
40
1.4
1.6
24
25
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
1 750 600
SpanNo
SectionLength(m)
Sec NoLeft
Sec NoRight
1 4 1 1
2 7.2 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)
CaseD,L
Span
Wleft(kN/m)
Wright(kN/m)
a(m)
b(m)
P(kN)
a(m)
M(kNm)
a(m)
LoadDescription
D 1 8 8
L 1 8 8
D 1 0 20 0 2
D 1 20 0 2 0
L 1 0 4 0 2L 1 4 0 2 0
D 2 8 8
L 2 8 8 435 1
D 2 0 36 0 3.6
D 2 36 0 3.6 0
L 2 0 8 0 3.6 360 5.6
L 2 8 0 3.6 0
Span
M left(kNm)
M right(kNm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
750
600
Sections
1 2 3SPAN 1
Dead+Own W
Live
18.80
8.00
38.80
12.00
SPAN 2
18.80
8 .0 0 4 35 .0 0
54.80
16.00 360.00
Beam Elevation
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
![MN-RM|23/04/2020|5 - VERBALE...6 M 6 N 6 O 6 P 6 H 6 I 6 J 6 K ,7$/352,0 65/ 6 K 6 D 6 E 6 N 6 O 6 P 6 Q 6 T 6 U 6 Z 6 [ 6 \ 6 ] 6 DD 6 HH 6 K 6 J 6 I (&21(7 65/ 81,3(5621$/( 6 D 6](https://img.dokumen.tips/doc/110x75/5fef7434ff792c3638638d29/mn-rm230420205-verbale-6-m-6-n-6-o-6-p-6-h-6-i-6-j-6-k-73520-65-6.jpg)
