The steel composite section consists of a 900x50 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section3 (See Table 1). They are bolted together to form the composite section as shown below. The universal beam sectional properties are given in the table below. The modulus of elasticity for steel is 200 GPa. Steel plate (a) Section a-a (dimensions not to scale) (b) UB Section Figure 1 Table 1 lya (x106 mm4) 39.3 34.3 29.3 23.8 A br tw (x10 mm4) 986 875 761 Section mm? mm mm mm mm 610UB125 610UB113 3 16000 612 14500 607 13000 602 11800 533 10500 528 229 19.6 11.9 228 17.3 11.2 228 1 610UB101 14.8 10.6 209 15.6 10.2 209 530UB92.4 554 530UB82 13.2 9.6 477 20.1

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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Question
a)
Determine the location of the centroid with respect to the point P;
y =
mm
Submit part
Unanswered
b)
Determine the moment of inertia l with respect to the centroidal axes.
x106 mm*
Transcribed Image Text:a) Determine the location of the centroid with respect to the point P; y = mm Submit part Unanswered b) Determine the moment of inertia l with respect to the centroidal axes. x106 mm*
The steel composite section consists of a 900x50 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section3 (See
Table 1). They are bolted together to form the composite section as shown below. The universal beam sectional properties are given in the table
below. The modulus of elasticity for steel is 200 GPa.
Steel plate
(a) Section a-a (dimensions not to scale)
(b) UB Section
Figure 1
Table 1
lya
(x106
mm4)
39.3
34.3
29.3
23.8
A
br
tw
(x10
mm4)
986
875
761
Section
mm?
mm
mm
mm
mm
610UB125
610UB113
3
16000 612
14500 607
13000 602
11800 533
10500 528
229 19.6 11.9
228 17.3 11.2
228
1
610UB101
14.8 10.6
209 15.6 10.2
209
530UB92.4
554
530UB82
13.2
9.6
477
20.1
Transcribed Image Text:The steel composite section consists of a 900x50 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section3 (See Table 1). They are bolted together to form the composite section as shown below. The universal beam sectional properties are given in the table below. The modulus of elasticity for steel is 200 GPa. Steel plate (a) Section a-a (dimensions not to scale) (b) UB Section Figure 1 Table 1 lya (x106 mm4) 39.3 34.3 29.3 23.8 A br tw (x10 mm4) 986 875 761 Section mm? mm mm mm mm 610UB125 610UB113 3 16000 612 14500 607 13000 602 11800 533 10500 528 229 19.6 11.9 228 17.3 11.2 228 1 610UB101 14.8 10.6 209 15.6 10.2 209 530UB92.4 554 530UB82 13.2 9.6 477 20.1
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