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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 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 mm? while both central booms have cross-sectional areas of 1200 mm?. the booms and the shear flow distribution in the walls at a section1.8m from the 1.6m 100 kN 0.8 m 0.4 m 4 m 0.8 m

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 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 mm? while both central booms have cross-sectional areas of 1200 mm?. the booms and the shear flow distribution in the walls at a section1.8m from the 1.6m 100 kN 0.8 m 0.4 m 4 m 0.8 m

Elements Of Electromagnetics
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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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 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 mm? while both central booms have cross-sectional areas of 1200 mm². the booms and the shear flow distribution in the walls at a section1.8m from the y 1.6 m 100 kN 0.8 m 0.4 m 4 m 0.8 m
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 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 mm? while both central booms have cross-sectional areas of 1200 mm². the booms and the shear flow distribution in the walls at a section1.8m from the y 1.6 m 100 kN 0.8 m 0.4 m 4 m 0.8 m
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