Steel Designer''''''''s Manual Part 2 doc
Steel Designer''''s Manual Part 2 doc
... -39. 02
4 3.30 6.06
≤8≤-35. 72
4 3.46 5.78
≤7≤- 32. 26
4 3.60 5.56
≤6≤ -28 .66
4 3.67 5.45
≤5≤ -24 .99
4 3.66 5.46
≤4≤ -21 .33
4 3.66 5.46
≤3≤-17.67
4 3. 62 5. 52
2 -14.05
4 3.51 5.70
≤1≤-10.54
6
4.84 6 .20
G ... 8351 117
F (1) (2)
384 338.5
P
P 38 25 3.9 9361 131
1 92 169.3
≤8≤ 34 169.3 7118 100
1 92 169.3
≤7≤ 30 169.3 7118 100
1 92 169.3
≤6≤ 26 169.3 7118 100
1 92 169.3
≤5≤ 22...
Steel Designer''''s Manual Part 11 doc
... 0.7p
y
K
e
A
v,net
6 .2. 3
K
e
= 1 .2
A
v,net
= A
v
- nD
h
t
= 320 6 - 4 ¥ 22 ¥ 7.6mm
2
= 25 37mm
2
\=
¥¥
=
PkN
kN
v
0 6 27 5 320 6
1000
529
.
Steel Designers' Manual - 6th Edition (20 03)
This material ... tension.
FkN
kN
t
=-
=
100
03
600
2
33 33
.
.
F
M
D
F
t
cd
=-
2
F
D
kNm
kNm
cd
¥= ¥
¥
=
>
2
600
307 8
2 1000
92 34
100 92 34
.
.
.
If M F
D
cd
>¥
2
I...
Steel Designer''''s Manual Part 1 pps
... applications of steel 169
Towers and masts; Space frames; Cable structures; Steel in residential
construction; Atria
SECTION 2: STEEL TECHNOLOGY
6 Applied metallurgy of steel 22 2
Introduction; ... To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/
40
35
unit weight
30
(kg/rn2
of floor
area)
25
20
15
10 15 20 25 30
35 40
45
span...
Steel Designer''''s Manual Part 5 pptx
... deflections
at points 1, 2 and 3 due to P
1
,P
2
and P
3
can be written as
D
1
= P
1
f
11
+ P
2
f
12
+ P
3
f
13
D
2
= P
1
f
21
+ P
2
f
22
+ P
3
f
23
D
3
= P
1
f
31
+ P
2
f
32
+ P
3
f
33
Written ... MLL
L
MM
MM
Ax
L
=
¥
¥
Ê
Ë
ˆ
¯
+
¥
¥
Ê
Ë
ˆ
¯
=+
()
+=
23 2
2
3
6
2
2
6
2
2
MM
A
L
AB
i
+=
2
MM
LA
AB
i
+
¥=
2
x
Fixed, built-in or encastré beams 329
Fig. 10.3...
Steel Designer''''s Manual Part 6 pptx
... 127 ¥ 48 305 ¥ 127 ¥ 48
305 ¥ 127 ¥ 42 305 ¥ 127 ¥ 42
305 ¥ 127 ¥ 37
25 4 ¥ 146 ¥ 43 25 4 ¥ 146 ¥ 43
25 4 ¥ 146 ¥ 37 25 4 ¥ 146 ¥ 37
25 4 ¥ 146 ¥ 31
25 4 ¥ 1 02 ¥ 28
25 4 ¥ 1 02 ¥ 25
25 4 ¥ 1 02 ¥ 22
20 3 ... 1 02 ¥ 22
20 3 ¥ 133 ¥ 30 20 3 ¥ 133 ¥ 30
20 3 ¥ 133 ¥ 25 20 3 ¥ 133 ¥ 25
20 3 ¥ 1 02 ¥ 23 20 3 ¥ 1 02 ¥ 23
178 ¥ 1 02 ¥ 19 178 ¥ 1 02 ¥ 19
Steel Desi...
Steel Designer''''s Manual Part 7 pps
... of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/
1.0
0.8
0.6
0,4
0 .2
UB 610 x 22 9 x 101
at bottom flange
load at centroid
0 .20 .4 0.60.8 1.01 .2
1.4 1.61.8 2. 0 2. 22. 4 2. 6
XLI
ling,high ... term
L
r
fpx
m
y
cy
£
+
()()
[]
38
130 27 5 36
22
1
2
///
448 Beams
Table 16.7 Maximum values of l
LT
for
which p
b
= p
y
for rolled
sections
p
y
(N/mm
2
) Value...
Steel Designer''''s Manual Part 8 potx
... 10
6
Nmm 4.3.6.4
= 721 kNm
p
c
= 320 N/mm
2
Table 24
P
cy
= 320 ¥ 10400 = 3 328 ¥ 10
3
N 4.7.4
= 3 328 kN
M
M
b
=
¥
=
0 60 530
28 6
111
.
.
Steel Designers' Manual - 6th Edition (20 03)
This material ... ==
3500
15 9
22 0
.
Steel Designers' Manual - 6th Edition (20 03)
This material is copyright - all rights reserved. Reproduced under licence from The Steel Constru...
Steel Designer''''s Manual Part 12 pptx
... m
cc
=
¥
¥
===
669 10
600 20 0
558 498 02
3
22
./,. ./ .
W
t
K
me
me
=
¥¥ ¥
¥
[]
27 5 12 1 2
6 170
2
2
.
KK k K
me
=+-
()
+-
()
È
Î
Í
˘
˚
˙
=
1
11
35
1
79
141
1
0 9796
2
.
L
B
K
==
=
+
=
406
170
23 8
23 8
23 8 1
097
4
4
.
.
.
.
Steel ... mm
ccu cu
== =
()
0 6 12 20
22
. / min /
828 ¥ 1.5 - 350 ¥ 0.3 = C (2. 0 - 0 .2)
CkN=
¥- ¥
=
828 1 5 350 0 3
18
6 32
.
4.13.1
Steel...
Steel Designer''''s Manual Part 13 pdf
... 5950: Part 2 and the NSSS. However, some of them are more detailed.
31 .2. 5 ISO 1071 -2 Steel structures: Part 2: Fabrication and erection
This is very similar to ENV 1090-1 and BS 5950: Part 2. It ... Reproduced under licence from The Steel Construction Institute on 12/ 2 /20 07
To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/...
Steel Designer''''s Manual Part 14 potx
... from The Steel Construction Institute on 12/ 2 /20 07
To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/
I
TP
Structural performance in fire 1 021
Table ... licence from The Steel Construction Institute on 12/ 2 /20 07
To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/
Safety 1007
Fig. 33 .21...
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