Determine the kind and magnitude of bending stress, in MPa, of the fiber 70mm below the neutral axis at distance 2.5 meters from support at A.
Determine the kind and magnitude of bending stress, in MPa, of the fiber 70mm below the neutral axis at distance 2.5 meters from support at A.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the kind and magnitude of bending stress, in MPa, of the fiber 70mm below the neutral axis at distance 2.5 meters from support at A.
![manner. No/ wrong solution is wrong. Utilize the
answer sheet provided by writing the numerical
value only of your answer in 2 decimal places. Do
not round between calculations. Units are
required on the solution paper.
Situation 1| Girder ABCD below, is
made up of W-section and two 10
mm steel plate, supports two
intermediate beams at point B and
C. A 15 kN/m uniformly distributed
load is imposed at girder ABCD in
addition to concentrated loads due
to two intermediate beams. The
intermediate beams are 5 meters
long and subjected to a 6 kN/m
uniformly distributed load. Assume
all member is simply supported. Use
E=200 GPa, Fy=420 MPa. Neglect
beam weight.
Figure 1.
I 15 KNM T](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc933d059-6334-420e-a25b-ef4437923465%2Faebc7990-96ff-4cfa-8a3c-e28f09846ec6%2F3qpqe4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:manner. No/ wrong solution is wrong. Utilize the
answer sheet provided by writing the numerical
value only of your answer in 2 decimal places. Do
not round between calculations. Units are
required on the solution paper.
Situation 1| Girder ABCD below, is
made up of W-section and two 10
mm steel plate, supports two
intermediate beams at point B and
C. A 15 kN/m uniformly distributed
load is imposed at girder ABCD in
addition to concentrated loads due
to two intermediate beams. The
intermediate beams are 5 meters
long and subjected to a 6 kN/m
uniformly distributed load. Assume
all member is simply supported. Use
E=200 GPa, Fy=420 MPa. Neglect
beam weight.
Figure 1.
I 15 KNM T
![Figure 1.
10mm
203mm.
10mm
BI 15 KN/M To
D
L/3
L/3
L/3
14mm
10000mm
94.5mm
94.5m
Girder ABCD
Cross Section
274mm
H4mm
302mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc933d059-6334-420e-a25b-ef4437923465%2Faebc7990-96ff-4cfa-8a3c-e28f09846ec6%2F61433ad_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Figure 1.
10mm
203mm.
10mm
BI 15 KN/M To
D
L/3
L/3
L/3
14mm
10000mm
94.5mm
94.5m
Girder ABCD
Cross Section
274mm
H4mm
302mm
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