For the composite cross-section shown in Figure 2 which is built up out of steel and concrete and is subjected to a moment about Z axis (M), draw the stress profile. Given: Steel E = 200 GPa Concrete E = 25 GPa M = X in kN.m [where X is the last four-digit numbers of your student ID from the right (see instructions)] 300mm Concrete. - 50mm Steel M Z axis 200mm 25mm Concrete- 25mm

Structural Analysis
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Chapter2: Loads On Structures
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For the composite cross-section shown in Figure 2 which is built up out of steel and concrete and issubjected to amoment about Z axis (M), draw the stress profile.
 
Given:
Steel E = 200 GPa
Concrete E = 25 GPa
M = 8616 in kN.m
For the composite cross-section shown in Figure 2 which is built up out of steel and concrete and is
subjected to a moment about Z axis (M), draw the stress profile.
Given:
Steel
E = 200 GPa
Concrete
E = 25 GPa
M = X in kN.m [where X is the last four-digit numbers of your student ID from the right (see
instructions)]
300mm
Concrete.
50mm
Steel
M
Z axis
200mm
25mm
Concrete-
25mm
Figure 2
Transcribed Image Text:For the composite cross-section shown in Figure 2 which is built up out of steel and concrete and is subjected to a moment about Z axis (M), draw the stress profile. Given: Steel E = 200 GPa Concrete E = 25 GPa M = X in kN.m [where X is the last four-digit numbers of your student ID from the right (see instructions)] 300mm Concrete. 50mm Steel M Z axis 200mm 25mm Concrete- 25mm Figure 2
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