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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.

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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