cantilever I-Beam which was used to support the corridor slab. The total length of the I-Beam is 2.4 m from A to B. The I-Beam was subjected to a uniform distributed load of 111 kN/rn along with A to Band a concentrated load of30 kN with a distance of0.8 m from B. a) Draw complete free body diagram and elastic curve for the I-Beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Tarentum Sdn. Bhd. is a consultant specialized in structural failure investigation in Kuala
Lumpur. This company has been assigned to investigate the collapsed corridor structure in one
of the local government facilities in Kuan tan, Pahang. Figure 1 shows the structural drawing of the
cantilever I-Beam which was used to support the corridor slab. The total length of the I-Beam
is 2.4 m from A to B. The I-Beam was subjected to a uniform distributed load of 111 kN/rn
along with A to Band a concentrated load of30 kN with a distance of0.8 m from B. 

a) Draw complete free body diagram and elastic curve for the I-Beam. 

 

Reinforced Column
Section
Elevation
Steel Plate
1-Ieam
I-Beam
Sieel Plate
-eam
Anchor Bolts
Reinkteed Coln-
Reinforeed
Column
2.4 m
Figure 1
Transcribed Image Text:Reinforced Column Section Elevation Steel Plate 1-Ieam I-Beam Sieel Plate -eam Anchor Bolts Reinkteed Coln- Reinforeed Column 2.4 m Figure 1
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