Complete design, check and cross section details for both the conditions is shown below.
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b...
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b = 16 in and h= 24 in with f'c = 5,000 psi and fy = 60,000 psi subjected to the bending moments: (a) Mu= 460 ft.k, and (b) Mu- 590 ft.k
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b 16 in and h= 24 in with f = 5,000 psi and fy = 60,000 psi subjected to the bending moments: (a) Mu = 460 ft.k, and (b) Mu=-590 ft.k
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b= 16 in and h = 24 in with f. = 5,000 psi and fy = 60,000 psi subjected to the bending moments: (a) Mu = 460 ft.k, and (b) Mu=- 590 ft.k
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b= 16 in and h = 24 in with f'. = 5,000 psi and fy - 60,000 psi subjected to the bending moments: (a) Mu = 460 ft.k, and (b) Mu -- 590 ft.k
Q4 (50 pts Extra Credit): Design the doubly reinforced concrete beam shown below if it is subjected to a bending moment of 900 k.ft f'c = 4,800 psi fy= 60 ksi 27" 15"
Q4 (50 pts Extra Credit): Design the doubly reinforced concrete beam shown below if it is subjected to a bending moment of 900 k.ft f. = 4,800 psi fy= 60 ksi 27" 15"
Q4 (50 pts Extra Credit): Design the doubly reinforced concrete beam shown below if it is subjected to a bending moment of 900 k.ft f. = 4,800 psi fy= 60 ksi 27" 15"
Q4 (50 pts Extra Credit): Design the doubly reinforced concrete beam shown below if it is subjected to a bending moment of 900 k.ft fe= 4,800 psi fy= 60 ksi 27" 15"
Q4 (50 pts Extra Credit): Design the doubly reinforced concrete beam shown below if it is subjected to a bending moment of 900 k.ft f. = 4,800 psi fy = 60 ksi 27" 15"
What is the ultimate moment capacity (Mu) of a reinforced concrete beam with b = 20", d = 46", 4-#8 bottom bars, f'c = 4000 psi, fy = 60,000 Psi? Assume depth of stress block a = 9.2" 588.7 ft-kip 603.1 ft-kip 670.1 ft-kip 704.8 ft-kip