Complete design of slab for given loading as per ACI is shown below.
Q3 (50 pts): Design the concrete slab shown below for bending moment: Wu=0.13 k/At including self...
Q3 (50 pts): Design the concrete slab shown below for bending moment: Wu=0.13 k/ft including self weight 12 f'= 4,000 psi fy=60 ksi
Q3 (50 pts): Design the concrete slab shown below for bending moment: Wu=0.13 k/At including self weight 12' f'c = 4,000 psi fy=60 ksi
Q3 (50 pts): Design the concrete slab shown below for bending moment: Wu=0.13 k/ft including self weight 12' fe= 4,000 psi fy= 60 ksi
Q3 (50 pts): Design the concrete slab shown below for bending moment: Wu= 0.13 k/ft including self weight 12' fe-4,000 psi fy=60 ksi
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 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'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 fe= 4,800 psi fy= 60 ksi 27" 15"
Make any reasonable assumptions Q1 (50 pts): Design the T-beam shown below for bending: 4 in 24 in 4 ft Span=24 Use: Driveway and car parking f' = 4,500 psi fy= 60 ksi