The rectangular beam shown in the figure is subjected to a factored moment Mu= 288 k-ft. ■ Calculate the cracking moment Mcr. ■ Using the transformed area method, determine the moment of inertia of the cracked section (/cr) ■ Calculate the flexural stresses fc, fs, and f's. Use normal weight concrete with f'c = 4000 psi and Ec= 3600 ksi, and Grade 60 steel (fy= 60,000 psi, Es = 29,000 ksi). Steel in 2.5" compression 3 #8 19" 4 #9 Steel in tension 12" 2.5" 24"

Structural Analysis
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Chapter2: Loads On Structures
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The rectangular beam shown in the figure is subjected to a factored moment M-288 k-ft.
■ Calculate the cracking moment Mcr
■ Using the transformed area method, determine the moment of inertia of the cracked section (/cr)
Calculate the flexural stresses fc, fs, and f's.
Use normal weight concrete with f'c = 4000 psi and Ec = 3600 ksi, and Grade 60 steel (fy = 60,000 psi, Es = 29,000 ksi).
Steel in
2.5"
compression
O
3 #8
19"
4 #9
Steel in
tension
12"
2.5"
24"
Transcribed Image Text:The rectangular beam shown in the figure is subjected to a factored moment M-288 k-ft. ■ Calculate the cracking moment Mcr ■ Using the transformed area method, determine the moment of inertia of the cracked section (/cr) Calculate the flexural stresses fc, fs, and f's. Use normal weight concrete with f'c = 4000 psi and Ec = 3600 ksi, and Grade 60 steel (fy = 60,000 psi, Es = 29,000 ksi). Steel in 2.5" compression O 3 #8 19" 4 #9 Steel in tension 12" 2.5" 24"
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