Q1: The thin-walled single cell beam shown in Fig.1 has been idealized into a combination of direct stress carrying booms and shear stress only carrying walls. If the section supports a vertical shear load of 20 kN acting in a vertical plane through booms 3 and 6, calculate the distribution of shear flow around the section. Boom areas: B1 =B8 =200mm?, B2 =B7=300mm², B3 =B6 =400mm², B4 = B5 =100mm2. 20 kN 3 200 mm 100mm 60 mm 8. 9. 240 mm 120 240 mm mm Fig.1
Q1: The thin-walled single cell beam shown in Fig.1 has been idealized into a combination of direct stress carrying booms and shear stress only carrying walls. If the section supports a vertical shear load of 20 kN acting in a vertical plane through booms 3 and 6, calculate the distribution of shear flow around the section. Boom areas: B1 =B8 =200mm?, B2 =B7=300mm², B3 =B6 =400mm², B4 = B5 =100mm2. 20 kN 3 200 mm 100mm 60 mm 8. 9. 240 mm 120 240 mm mm Fig.1
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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![Q1: The thin-walled single cell beam shown in Fig.1 has been idealized into a
combination of direct stress carrying booms and shear stress only carrying walls. If the
section supports a vertical shear load of 20 kN acting in a vertical plane through booms
3 and 6, calculate the distribution of shear flow around the section.
Boom areas: B1 =B8 =200mm2, B2 =B7=300mm², B3 =B6 =400mm?, B4 =
B5 =100mm?.
120 kN
2
200 mm 100mm
60 mm
8.
6
240 mm
120
240 mm
mm
Fig.1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff19786f-5e38-4976-ab7b-1359a15ead17%2Fcc06451c-dc44-4faa-b220-8e63c97a2bd3%2Fu0lcffn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1: The thin-walled single cell beam shown in Fig.1 has been idealized into a
combination of direct stress carrying booms and shear stress only carrying walls. If the
section supports a vertical shear load of 20 kN acting in a vertical plane through booms
3 and 6, calculate the distribution of shear flow around the section.
Boom areas: B1 =B8 =200mm2, B2 =B7=300mm², B3 =B6 =400mm?, B4 =
B5 =100mm?.
120 kN
2
200 mm 100mm
60 mm
8.
6
240 mm
120
240 mm
mm
Fig.1
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