Design the slab shown in the figure. Use f'c = ksi and
Fy = 60 ksi
Design the slab shown in the figure. Use f'c = ksi and 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
For the cross-section shown below, compute the design bending strength OM, Use fy = 60 ksi and f. = 4 ksi. h = 30 in. 7 in. V in As = 3#9 T 2.5 in. 14 in.
Make any reasonable assumptions Q1 (50 pts): Design the T-beam shown below for bending: 4 in 24 in T 4 ft Span = 24 Use: Driveway and car parking f'c = 4,500 psi fy = 60 ksi
Make any reasonable assumptions Q1 (50 pts): Design the T-beam shown below for bending: 4 in 24 in I + 4 ft Span=240 Use: Driveway and car parking f'c-4,500 psi fy = 60 ksi
Calculate the flexural capacity of the following one-way slab. Use f'c = 4,000 lb./in? and fy= 60,000 lb./in?. S= 8" d = 5.75" h = 7" #6 bars spaced at 8" Given
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
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
1)Design #3 U-Shaped Stirrups for the following beam: L 30 ft f,c 4 ksi fy 60 ksi wu 13 kip/ ft (excludes beam self weight) b 16 inches d 25 inches 2) Design a square tied column to support an axial load of 150 kips and axial live load of 190 kip:s fc 4 ksi fy 60 ksi begin using approx. 2% longitudinal steel
Design an interior one-way slab for the figure and load shown below. Given: fc = 4000 psi, fy 60,000 psi The only dead load is the weight of the slab Do not use the ACI Code's minimum thickness for deflection Table 7.3.II Steel percentage p 0.0143 is given in the figure. Finally sketch the slab and show the approximate bar location ρ=0.0143 24