1 A 250 mm x 125 mm I-beam having I, 3717-8 W V, y 30° U, x cm² and Iy = 193-4 cm4 is used as a purlin on a roof truss. The angle of inclina- tion of the beam rafter of the roof is 30° to the hori- zontal and the rafters are placed 4 m apart. If the vertical load on the purlin is 10 kN uniformly dis- tributed, determine the maximum stress and the maximum vertical deflec- tion of the purlin. Take the purlins to be simply sup- ported at the ends and E = 200 GPa. mpm 30° Fig. 9.16
1 A 250 mm x 125 mm I-beam having I, 3717-8 W V, y 30° U, x cm² and Iy = 193-4 cm4 is used as a purlin on a roof truss. The angle of inclina- tion of the beam rafter of the roof is 30° to the hori- zontal and the rafters are placed 4 m apart. If the vertical load on the purlin is 10 kN uniformly dis- tributed, determine the maximum stress and the maximum vertical deflec- tion of the purlin. Take the purlins to be simply sup- ported at the ends and E = 200 GPa. mpm 30° Fig. 9.16
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
![A 250 mm x 125 mm I-beam having I, = 3717-8
W
V, y 30°
A
U. x
cmª and Ix = 193.4 cm¹ is
used as a purlin on a roof
truss. The angle of inclina-
tion of the beam rafter of
the roof is 30° to the hori-
zontal and the rafters are
placed 4 m apart. If the
vertical load on the purlin
is 10 kN uniformly dis-
tributed, determine the
maximum stress and the
maximum vertical deflec-
tion of the purlin. Take the
purlins to be simply sup-
ported at the ends and E
200 GPa.
30°
Fig. 9.16
????](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5a3f34c5-5ba3-4983-b693-3fb3f8d85b53%2F3dc16851-1744-46f8-97cc-7c7aa2233355%2Fhm6id8p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 250 mm x 125 mm I-beam having I, = 3717-8
W
V, y 30°
A
U. x
cmª and Ix = 193.4 cm¹ is
used as a purlin on a roof
truss. The angle of inclina-
tion of the beam rafter of
the roof is 30° to the hori-
zontal and the rafters are
placed 4 m apart. If the
vertical load on the purlin
is 10 kN uniformly dis-
tributed, determine the
maximum stress and the
maximum vertical deflec-
tion of the purlin. Take the
purlins to be simply sup-
ported at the ends and E
200 GPa.
30°
Fig. 9.16
????
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