508. Determine the minimum width b of the beam shown in Fig. P-508 if the flexural stress is not to exceed 10 MPa. Ans. b- 75.0 mm 5000 N 1 m 2000 N/m 200 mm 1 m 3 m R1 R2 Figure P-508.
508. Determine the minimum width b of the beam shown in Fig. P-508 if the flexural stress is not to exceed 10 MPa. Ans. b- 75.0 mm 5000 N 1 m 2000 N/m 200 mm 1 m 3 m R1 R2 Figure P-508.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![36 ZAIN IQ
bigås - Strength of materials
5-2 Derivation of Flexure Formula
163
507. In a laboratory test of a beam loaded by end couples, the
fibers at layer AB in Fig. P-507 are found to increase 30 x 10-3 mm
while those at CD decrease 90 x 10-3 mm in the 200-mm-gage length.
Using E - 100 GPa, determine the flexural stress in the top and bottom
fibers.
200 mm-
50 mm
A
B
100 mm
D
75 mm
Figure P-507.
508. Determine the minimum width b of the beam shown in Fig.
P-508 if the flexural stress is not to exceed 10 MPa.
Ans. b = 75.0 mm
5000 N
1 m
2000 N/m
200 mm
1 m
3 m
R1
R2
Flgure P-508.
509.
A box section used in aircraft is constructed of tubes
connected by thin webs as shown in Fig. P-509. Each tube has a
cross-sectional area of 130 mm2. If the average stress in the tubes is not
to exceed 70 MPa, determine the total uniformly distributed load that
can be supported on a simple span 4 m long. Neglect the effects of the
webs.
100 mm
100 mm
200 mm
150 mm
Figure P-509.
164
5 Stresses in Beams
510. A 40-mm diameter bar is used as a simply supported beam
2 m long Determine the lareest uniformly distributed load which can be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1c6467b9-13f6-4cf4-a7f3-b7bf97162d97%2Ff6a08798-8d0d-4f1d-a987-674afcf3216d%2F2uz8jp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:36 ZAIN IQ
bigås - Strength of materials
5-2 Derivation of Flexure Formula
163
507. In a laboratory test of a beam loaded by end couples, the
fibers at layer AB in Fig. P-507 are found to increase 30 x 10-3 mm
while those at CD decrease 90 x 10-3 mm in the 200-mm-gage length.
Using E - 100 GPa, determine the flexural stress in the top and bottom
fibers.
200 mm-
50 mm
A
B
100 mm
D
75 mm
Figure P-507.
508. Determine the minimum width b of the beam shown in Fig.
P-508 if the flexural stress is not to exceed 10 MPa.
Ans. b = 75.0 mm
5000 N
1 m
2000 N/m
200 mm
1 m
3 m
R1
R2
Flgure P-508.
509.
A box section used in aircraft is constructed of tubes
connected by thin webs as shown in Fig. P-509. Each tube has a
cross-sectional area of 130 mm2. If the average stress in the tubes is not
to exceed 70 MPa, determine the total uniformly distributed load that
can be supported on a simple span 4 m long. Neglect the effects of the
webs.
100 mm
100 mm
200 mm
150 mm
Figure P-509.
164
5 Stresses in Beams
510. A 40-mm diameter bar is used as a simply supported beam
2 m long Determine the lareest uniformly distributed load which can be
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