Question

Design a simply supported one-way reinforced concrete floor slab to span 12 ft and carry a...

Design a simply supported one-way reinforced concrete floor slab to span 12 ft and carry a service live load of 180 psf and a service dead load of 20 psf. Use fc’=3000 psi and fy=60,000 psi. Make the slab thickness to 1⁄2 inch increments. (Hint: Design the slab according to the ACI Code minimum thickness)

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Design a one-way floor slab to carry a uniform live load of 500 psf on a...
Design a one-way floor slab to carry a uniform live load of 500 psf on a simply supported span of 21 ft, given fc’=4000 psi and fy=50000 psi. Use the ACI 318 code. Keep the reinforcement ratio at about 30% of the amount of balanced strain condition so that deflection is unlikely to be excessive.
Design a simple-span one-way slab to carry a uniformly distributed live load of 450 psf. this...
Design a simple-span one-way slab to carry a uniformly distributed live load of 450 psf. this is the only load to be supported other than the self weight of the slab. the span is 7-ft, center-to-center of the supports. Assume f'c = 4000 psi, fy = 60000 psi. Design per foot of width.
A simply supported reinforced concrete beam has a width (b) of 14 inches, and an effective...
A simply supported reinforced concrete beam has a width (b) of 14 inches, and an effective depth (d) of 24 inches. It is reinforced with 3 # 8 bars. Assume 60-ksi steel and 3000-psi concrete. Determine the resisting moment (Mr) in ft-k that this beam can safely sustain. Problem 2 The beam given in Problem 1 has a span of 21 ft. It is supposed to carry a uniformly distributed service dead load of 3.7 k/ft, in addition to its...
The project will include the design of One Way Slabs, Beams and Columns. Choose the largest...
The project will include the design of One Way Slabs, Beams and Columns. Choose the largest room in your house/apartment and measure the area. let's say (length 6m* width 4m) ( height 3m) Steel yield stress (fy = 60000 psi) Concrete ultimate compressive strength (f’c = 4000 psi) Reinforced concrete density = 150 lb/ft3. Normal weight concrete is used. The slab is treated as a one way slab and subjected to a dead load of 120 psf (excluding the self-weight...
design a simply supported floor beam of A992 steel to carry a De0ad load of 0.5k/ft...
design a simply supported floor beam of A992 steel to carry a De0ad load of 0.5k/ft and a Live load of 1.5k/ft over a span 24 ft. The beam has Full lateral bracing provided. Show All steps.
Problem 3 A reinforced concrete beam is cantilevered over a span of 10 ft. The beam...
Problem 3 A reinforced concrete beam is cantilevered over a span of 10 ft. The beam width is 14”. The beam is supposed to carry a uniformly distributed service dead load of 1.2 k/ft and a uniformly distributed service live load of 0.5 k/ft over its entire span. The dead load includes an allowance for the beam weight. Assume 60- ksi steel and 4,000-psi concrete. 1.Use the design equations to determine the minimum required effective depth (d). 2.Select the tensile...
A three-span continuous beam supports 6-inch thick one-way slabs that span 20 ft center-to-center of beams....
A three-span continuous beam supports 6-inch thick one-way slabs that span 20 ft center-to-center of beams. The beams have clear spans, face-to-face of 16-in.-square columns, of 27, 30, and 27 ft. The floor supports ceiling, ductwork, and lighting fixtures weighing a total of 8 psf, ceramic floor tile weighing 16 psf, partitions equivalent to a uniform dead load of 20 psf, and a live load of 100 psf. Design the beam, using f’c = 4500 psi and fy = 60...
2. Design a reinforced concrete beam of 20 feet span carrying a uniformly distributed load of...
2. Design a reinforced concrete beam of 20 feet span carrying a uniformly distributed load of 1200 lbs/ft. Use Fc = 3,000 psi and steel stress of 20,000 psi and assume appropriate modulus of elasticity and other required material properties.
Consider a simply supported one-way slab over a 15ft span, 6in thick with #5 bars at...
Consider a simply supported one-way slab over a 15ft span, 6in thick with #5 bars at 12" on top and #5 bars 12" at bottom. Do the following: (a) total load (b) Concrete slab thickness change to 6.5 inches. (c) If footer were drop 3in what will happen?
A rectangular, tension-reinforced beam is to be designed for dead load of 500 lb/ft plus self-weight...
A rectangular, tension-reinforced beam is to be designed for dead load of 500 lb/ft plus self-weight and service live load of 1200 lb/ft, with a 22 ft simple span. Material strengths will be fy = 60 ksi and fc・= 3 ksi for steel and concrete, respectively. The total beam depth must not exceed 16 in. Calculate the required beam width and tensile steel requirement, using a reinforcement ratio of 0.60 ρ0.005 . Use ACI load factors and strength reduction factors....
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT