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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F383ff583-c986-4c39-b13e-ca2a5636d36c%2Faf798cd1-9baf-433f-a10e-9fdbf5f686ad%2Fdfzimzg_processed.jpeg&w=3840&q=75)
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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