30" Check if the following T-beams satisfy the ACI requirements for T-beams. Regardless of your answer to the first question, compute the positive design moment, Mn, for the T-beam with the following cross-sections assuming - concrete with - a compressive strength of 4,000 psi and 6 No. 7 Grade 60 steel bars for the T-beam on the left, - a compressive strength of 4,000 psi and 6 No. 11 Grade 60 steel bars for the T-beam on the right. 24" 16" 00 00 00 10" 6" 30" + 4" 20" 3" 3" ← 4" 20" 12" 4"

I saw this question solved before, both on Chegg and Bartleby and it was WRONG! Please,if you do not know how to solve DO NOT COPY the wrong solution.Thank you!

AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 25 kips, w = 3.6 kips/ft, LAB = 5.6 ft, LBC = 5.6 ft, and LcD = 16.8 ft. Determine the magnitude of the maximum bending stress in the beam. LAB Answer: Omax = i B LBC C ksi W LCD D ZOQ Q 214% TOP BARI ENG 11:41 am 35 28/04/2023 8 cores

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