1) AW 10 x 100 compression member is pinned at both ends. Its properties are weight per linear meter w = 149.20 kg/m, area A = 18,968 mm², depth d = 281.90 mm, web thickness t = 17.30 mm, flange width b= 262.60 mm, flange thickness t = 28.40 mm, r = 72.39 mm Ix = 259,312 x10 mm¹, Sx = 1,840 x10³ mm³, rx = 116.92 mm, Iy = 86,160 x 10³ mm¹, Sy = 656 x 10 mm³, ry = 67.40mm. Determine the design strength and allowable strength for the following cases (a) 3.0 m and (b) 9.0 m Use Fy =350 MPa
1) AW 10 x 100 compression member is pinned at both ends. Its properties are weight per linear meter w = 149.20 kg/m, area A = 18,968 mm², depth d = 281.90 mm, web thickness t = 17.30 mm, flange width b= 262.60 mm, flange thickness t = 28.40 mm, r = 72.39 mm Ix = 259,312 x10 mm¹, Sx = 1,840 x10³ mm³, rx = 116.92 mm, Iy = 86,160 x 10³ mm¹, Sy = 656 x 10 mm³, ry = 67.40mm. Determine the design strength and allowable strength for the following cases (a) 3.0 m and (b) 9.0 m Use Fy =350 MPa
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter4: Compression Members
Section: Chapter Questions
Problem 4.9.9P
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1) AW 10 x 100 compression member is pinned at both
ends. Its properties are weight per linear meter w =
149.20 kg/m, area A = 18,968 mm², depth d = 281.90
mm, web thickness t = 17.30 mm, flange width b =
262.60 mm, flange thickness t = 28.40 mm,
r=72.39
mm Ix = 259,312 x10³ mm*, Sx = 1,840 x10³ mm³, rx
= 116.92 mm, Iy = 86,160 x 10³ mm¹, Sy = 656 x
10 mm³, ry = 67.40mm. Determine the design
strength and allowable strength for the following
cases (a) 3.0 m and (b) 9.0 m Use Fy=350 MPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff1f67017-59ec-419f-9d53-2e8b826a5e78%2F757025db-9a0f-4973-b805-575012c5424c%2Ftgkrey4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:W
1) AW 10 x 100 compression member is pinned at both
ends. Its properties are weight per linear meter w =
149.20 kg/m, area A = 18,968 mm², depth d = 281.90
mm, web thickness t = 17.30 mm, flange width b =
262.60 mm, flange thickness t = 28.40 mm,
r=72.39
mm Ix = 259,312 x10³ mm*, Sx = 1,840 x10³ mm³, rx
= 116.92 mm, Iy = 86,160 x 10³ mm¹, Sy = 656 x
10 mm³, ry = 67.40mm. Determine the design
strength and allowable strength for the following
cases (a) 3.0 m and (b) 9.0 m Use Fy=350 MPa
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