The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point P (very close to the bottom of the flange) is 12 MPa. The stress at point Q In the web (very close to the flange) is: N'-- 100 P Q 20 T 20 100 80 184 8 20 40 - N K (a) Indeterminable due to incomplete data (6) 60 MPa (c) 18 MPa (d) 12 MPa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The figure (all dimension are in mm) below shows
an I-section of the beam. The shear stress at point
P (very close to the bottom of the flange) is 12
MPa. The stress at point Q In the web (very close
to the flange) is:
N'-.
100-
P
Q
201
100-
T
20
81484
80
20
40
--N
(a)
Indeterminable due to incomplete data
(6) 60 MPa
(c) 18 MPa
(d) 12 MPa
068
Transcribed Image Text:The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point P (very close to the bottom of the flange) is 12 MPa. The stress at point Q In the web (very close to the flange) is: N'-. 100- P Q 201 100- T 20 81484 80 20 40 --N (a) Indeterminable due to incomplete data (6) 60 MPa (c) 18 MPa (d) 12 MPa 068
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