W kN/m 0.5 m 2 m I= 41.39 (10“) m² 15 mm N - A 200 mm W=125KN/m 10 mm- 100 mm 15 mm Cross section of the beam The I-beam shown is subjected to distributed loading W neglecting the size of the fillets and stress concentrations, a) Determine the principal stresses at C which lies at the top of the web using Mohr's circle. Show the orientation of the element subjected to the principal stresses.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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W kN/m
C
0.5 m
2 m
I = 41.39 (10“) m“
15 mm
N
A
200 mm
W=125KN/m
10 mm-
100 mm
15 mm
Cross section of the beam
The I-beam shown
is subjected to distributed loading W
| neglecting the size of the fillets and stress concentrations,
a) Determine the principal stresses at C which lies at the top of the web using Mohr's
circle. Show the orientation of the element subjected to the principal stresses.
Transcribed Image Text:W kN/m C 0.5 m 2 m I = 41.39 (10“) m“ 15 mm N A 200 mm W=125KN/m 10 mm- 100 mm 15 mm Cross section of the beam The I-beam shown is subjected to distributed loading W | neglecting the size of the fillets and stress concentrations, a) Determine the principal stresses at C which lies at the top of the web using Mohr's circle. Show the orientation of the element subjected to the principal stresses.
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