Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick, and respectively 40 and 60 mm wide, connected by fillets of radius r= 8 mm. Assume an allowable normal stress of 165 MPa. 3.4 D d 3.2 30 „Dld = 2 28 15 26 1.3 24 C12 K 22 20 16 14 12 0 0.02 0.04 0.06 0.0S 0.1o 0.12 0.14 0.16 0.1S 0.20 0.22 024 0.26 025 0.30 rid
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick, and respectively 40 and 60 mm wide, connected by fillets of radius r= 8 mm. Assume an allowable normal stress of 165 MPa. 3.4 D d 3.2 30 „Dld = 2 28 15 26 1.3 24 C12 K 22 20 16 14 12 0 0.02 0.04 0.06 0.0S 0.1o 0.12 0.14 0.16 0.1S 0.20 0.22 024 0.26 025 0.30 rid
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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![CLASS ACTIVITY 3
DEADLINE: 28 Dec 2021 at 11 pm (will be considered as your attendance)
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick, and respectively
40 and 60 mm wide, connected by fillets of radius r= 8 mm. Assume an allowable normal stress of 165 MPa.
3.4
3.2
D
d
3.0
‚Dld = 2
2.8
1.5
26
1.3
2.4
1.2
K 22
20
16
1.2
10
O 0.02 0.04 0.06 0.05 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30
rld](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2cdacc02-5245-4534-8cda-8ec6b03f65eb%2F1154d596-d928-4d7a-95b8-c3d4abda2836%2Fie6hd1q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:CLASS ACTIVITY 3
DEADLINE: 28 Dec 2021 at 11 pm (will be considered as your attendance)
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick, and respectively
40 and 60 mm wide, connected by fillets of radius r= 8 mm. Assume an allowable normal stress of 165 MPa.
3.4
3.2
D
d
3.0
‚Dld = 2
2.8
1.5
26
1.3
2.4
1.2
K 22
20
16
1.2
10
O 0.02 0.04 0.06 0.05 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30
rld
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