Question

A simply supported one-way slab of 12 ft span and 8-inch thick is given. The rebar...

A simply supported one-way slab of 12 ft span and 8-inch thick is given. The rebar used in the slab is #8 at 6 inches on center. Determine how much live load (psf) may the slab safely carry. (f'c=3,000 psi, fy=40,000 psi).

0 0
Add a comment Improve this question Transcribed image text
Answer #1

Step 1:

L=12 ft

H=8 in

fc=3 ksi

Fy=40 ksi

Step 2:

As=#8 bars 6 in on center

As=1.57 in2/ft

As=bd

Consider d=8-2=6 in

1.57=x12x6

=0.0218

Step 3:

Mu/0.9x12x6x6=759.8 (from appendix A-TABLE-A-13)

Mu=295410=24.61 ft-kips

Mu=WuL2/8

24.61=Wux12x12/8

Wu=1.36 kips/ft is the maximum load possible on the slab

Add a comment
Know the answer?
Add Answer to:
A simply supported one-way slab of 12 ft span and 8-inch thick is given. The rebar...
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. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • You are given the task of checking the adequacy of a simply supported slab of 10-inch...

    You are given the task of checking the adequacy of a simply supported slab of 10-inch thickness, 12 ft span. The reinforcement used is #7 rebar at 6 inches on center. The distributed live load on the slab is 600 psf respectively. Assume f’c=3,000 psi, fy=60,000 psi. Determine if the slab is structurally sufficient, and post your detail calculations as well.

  • 2-You are given the task of designing a simply supported one-way slab, with a 13 feet...

    2-You are given the task of designing a simply supported one-way slab, with a 13 feet span. The slab supports a live load of 200 psf. Use fc=3,000 psi, fy=60,000 psi. Provide a sketch of your design. 1 - Provide three (3) provisions about bar choosing/placing in concrete slabs, which you would need to consider as a structural engineer. Discuss the rationale behind each item. 2- You are given the task of designing a simply supported one-way slab, with a...

  • Problem 4: (15%) Consider a 7 inch thick simply supported slab with a span of 12...

    Problem 4: (15%) Consider a 7 inch thick simply supported slab with a span of 12 feet. The sab w 265 psf. Material properties are fe'4 ksi and fy 60 ksi. Select the reinforcement and sketch on the figure below its arrangement. carries a factored load 12 ft

  • A 5 in thick simply supported reinforced concrete one-way slab is part of a roof system....

    A 5 in thick simply supported reinforced concrete one-way slab is part of a roof system. It is supported by two masonry block walls, as shown below. Assume a superimposed dead load (roofing, insulation, ceiling, etc.) of 15 psf and a roof live load of 30 psf. Check the adequacy of the slab, including the required shrinkage and temperature reinforcement. Use = 4,000 psi and = 60,000 psi. 1. A5 in thick simply supported reinforced concrete one-way slab is part...

  • . A 5 in thick simply supported reinforced concrete one-way slab is part of a roof...

    . A 5 in thick simply supported reinforced concrete one-way slab is part of a roof system. It is supported by two masonry block walls, as shown below. Assume a superimposed dead load (roofing, insulation, ceiling, etc.) of 15 psf and a roof live load of 30 psf. Check the adequacy of the slab, including the required shrinkage and temperature reinforcement. Use た= 4,000 psi and fy = 60,000 psi. #4 @ 9 in. #4 @ 12 in. 6 in...

  • Example CVEG 4303: Reinforced Concrete I One-Way Slabs A 5" thick concrete slab is reinforced for...

    Example CVEG 4303: Reinforced Concrete I One-Way Slabs A 5" thick concrete slab is reinforced for tension with #4 bars spaced at 7". The effective depth is 4" Grade 60 bars and 8,ooo psi concrete will be used. 1.) Determine the design bending strength (фМп) of the slab. 2.) Check that ACI requirements for rebar strain, rebar spacing, and minimum reinforcement are met (ACI 7.3.3.1, ACI 24.3.2, and ACI 7.6.1.1 respectively). Note: Do not need to check temperature and shrinkage...

  • Design a simple-span, one-way slab to carry a uniformly distributed live load of 375 psf plus...

    Design a simple-span, one-way slab to carry a uniformly distributed live load of 375 psf plus the self-weight of the slab. The span is 10-ft., center-to-center of the supports. Assume fe' = 4,000 psi and fy = 60,000 psi. Design per foot of width. Use #5 bars for both longitudinal and temperature and shrinkage reinforcement. (30 pts.)

  • For the simply supported beam that follows. Size and space the stirrups according to the ACI code...

    For the simply supported beam that follows. Size and space the stirrups according to the ACI code using the simplified method. Assume a constant Vc method with f'c 4,000 Psi. and Fy 60,000 psi. the beam has a 20-foot span that has a 6 inch length resting on each pier. Let b= 18 inches, d= 22 inches. The live load is 2 KLF and the dead load is 1.6 KLF which includes the beam weight. For the simply supported beam...

  • A one-way solid concrete slab is to be used for a simple span of 16 ft....

    A one-way solid concrete slab is to be used for a simple span of 16 ft. In addition to its own weight, the slab carries a superimposed dead load of 20 psf and a live load of 90 psf. Design the slab for minimum thickness if ƒy is 40 ksi, and ƒ’c is 3 ksi 9 in 8 in 6 in 7.6 in

  • Using Principles of Structural Design 2nd Edition... A 81/2 in. thick one-way slab interior spans...

    Using Principles of Structural Design 2nd Edition... A 81/2 in. thick one-way slab interior spans 10 ft. It was designed with the reinforcement of #6 size bars at 6.5in. on center, to be placed with a cover of 0.75in. However, the same steel was misplaced at a clear distance of 2in. from the bottom. How much is the reduction in the capacity of the slab reduced to carry the superimposed live load in addition to its own weight? f'c=4,000 psi,...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT