A steel beam cross cross section is assembled as shown by bolting the channel, C200 x 27.9 through its web on the wide flange, W200 x 35.9. The beam is 4 m span and is simply supported loaded with a uniformly distributed load of intensity 20 kN/m throughout its span and a concentrated load, P kN = 52, at the mid span. If the diameter of the bolts is 22 mm. a) compute for the moment of inertia of the cross section b) determine the minimum bending stress in the beamc) calculate the spacing of bolts (pitch) if the allowable shearing stress for a bolt is 100 MPa. Kindly write legibly. Thank you. esc.11Schoolbook | DLSU - Dasmariñas2C200 x 27.9 propertiesArea(mm²) (mm)3550 203W200 x 35.9 propertiesArea(mm²) (mm)4570 201F2@2Depth, d Flangeb₁#Depth, d Flange3Width, bf (mm)64.3T-CEET222; Mechanics of Deformable Bodies ESE21/CEE24;; 2S; AY...WebThickness, tf (mm) Thickness, tf (mm)9.9112.4WebThickness, tf (mm) Thickness, tf (mm)10.26.22➤11F5FóF7Width, bf (mm)1650002030 F3DOD F4$%56&70.OF8https://disud.edu20.org/files/5196028/EA5(5).pdf?Imsauth=b63cd4...tfSlyIx(x106 mm²)(x106 mm²)0.82018.3lxly(x106 mm) (x106 mm²)7.6234.4F9F10-F11S(mm)14.44) F12 escSchoolbook | DLSU- Dasmariñas2320,4T-CEET222; Mechanic%5FSA6&7◄◄F7* co▶11F8d(9F9)0F10twF11delete

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A steel beam cross cross section is assembled as shown by bolting the channel, C200 x 27.9 through its web on the wide flange, W200 x 35.9. The beam is 4 m span and is simply supported loaded with a uniformly distributed load of intensity 20 kN/m throughout its span and a concentrated load, P kN = 52, at the mid span. If the diameter of the bolts is 22 mm. a) compute for the moment of inertia of the cross section b) determine the minimum bending stress in the beam c) calculate the spacing of bolts (pitch) if the allowable shearing stress for a bolt is 100 MPa. Kindly write legibly. Thank you.

esc
.
1
1
Schoolbook | DLSU - Dasmariñas
2
C200 x 27.9 properties
Area
(mm²) (mm)
3550 203
W200 x 35.9 properties
Area
(mm²) (mm)
4570 201
F2
@
2
Depth, d Flange
b₁
#
Depth, d Flange
3
Width, bf (mm)
64.3
T-CEET222; Mechanics of Deformable Bodies ESE21/CEE24;; 2S; AY...
Web
Thickness, tf (mm) Thickness, tf (mm)
9.91
12.4
Web
Thickness, tf (mm) Thickness, tf (mm)
10.2
6.22
➤11
F5
Fó
F7
Width, bf (mm)
165
000
20
30 F3
DOD F4
$
%
5
6
&
7
0.
O
F8
https://disud.edu20.org/files/5196028/EA5(5).pdf?Imsauth=b63cd4...
tf
S
ly
Ix
(x106 mm²)
(x106 mm²)
0.820
18.3
lx
ly
(x106 mm) (x106 mm²)
7.62
34.4
F9
F10
-
F11
S
(mm)
14.4
4) F12

esc
Schoolbook | DLSU- Dasmariñas
2
3
20,
4
T-CEET222; Mechanic
%
5
FS
A
6
&
7
◄◄
F7
* co
▶11
F8
d
(
9
F9
)
0
F10
tw
F11
delete

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