Q2: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both x and y directions and carries a load of 100 kN at its free end. Calculate the forces in the booms and the shear flow distribution in the walls at a section 3 m from the built-in end if the booms resist all the direct stresses while the walls are effective only in shear. Each corner boom has a cross-sectional area of 900 mm² while both central booms have cross-sectional areas of 1200 mm².
Q2: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both x and y directions and carries a load of 100 kN at its free end. Calculate the forces in the booms and the shear flow distribution in the walls at a section 3 m from the built-in end if the booms resist all the direct stresses while the walls are effective only in shear. Each corner boom has a cross-sectional area of 900 mm² while both central booms have cross-sectional areas of 1200 mm².
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q2: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both
x and y directions and carries a load of 100 kN at its free end. Calculate the forces in
the booms and the shear flow distribution in the walls at a section 3 m from the
built-in end if the booms resist all the direct stresses while the walls are effective only
in shear. Each corner boom has a cross-sectional area of 900 mm² while both central
booms have cross-sectional areas of 1200 mm².
0.4 m
100 kN
0.8 m
1.6 m
4m
0.8 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ae913f7-1c44-435b-a15f-6461f984086d%2Fdb37bb54-d493-4e76-9a24-b79fc0be1f13%2Fp6e6xaa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both
x and y directions and carries a load of 100 kN at its free end. Calculate the forces in
the booms and the shear flow distribution in the walls at a section 3 m from the
built-in end if the booms resist all the direct stresses while the walls are effective only
in shear. Each corner boom has a cross-sectional area of 900 mm² while both central
booms have cross-sectional areas of 1200 mm².
0.4 m
100 kN
0.8 m
1.6 m
4m
0.8 m
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