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 mm? while both central booms have cross-sectional areas of 1200 mm?.
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 mm? while both central booms have cross-sectional areas of 1200 mm?.
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 mm? while both central booms have cross-sectional areas of 1200 mm?.

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 mm?.
the booms and the shear flow distribution in the walls at a section 3 m from the
1.6 m
100 kN
0.8 m
0.4 m
4 m
0.8 m
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