The strength of the rolled W section shown is increased by welding a channel and 220x40(mm) hollow core steel plate (with 3- 20mm diameter holes) to its upper flange. 1. Determine the location of its centroid; and 2. Determine the moments of inertia of the composite section with respect to its centroidal x and y axes.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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C250 × 22.8
S5mm SSmm SSmm sSmm
20mm
20mm
The strengtn or tne rolled W section
shown is increased by welding a channel
and 220x40(mm) hollow core steel plate
(with 3- 20mm diameter holes) to its
upper flange.
1. Determine the location of its
centroid; and
20mm Diameter
C
-W460 × 113
2. Determine the moments of inertia of
the composite section with respect to
its centroidal x and y axes.
Transcribed Image Text:C250 × 22.8 S5mm SSmm SSmm sSmm 20mm 20mm The strengtn or tne rolled W section shown is increased by welding a channel and 220x40(mm) hollow core steel plate (with 3- 20mm diameter holes) to its upper flange. 1. Determine the location of its centroid; and 20mm Diameter C -W460 × 113 2. Determine the moments of inertia of the composite section with respect to its centroidal x and y axes.
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