Question

1. A5 in thick simply supported reinforced concrete one-way slab is part of a roof system is supported by two masonry block walls, as shown below. Assume a superimposed d load (roofing, insulation, ceiling, etc.) of 15 psf and a roof live load of 30 psf. Check adequacy of the slab, including the required shrinkage and temperature reinforcement. 1 = 4,000 psi and fy = 60,000 psi. #4 @ 9 in. #4 @ 12 in. 6 in 6 in 10-0 12 in. 12 in. Figure for Question 1A 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.

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

bar Is o.i Ks oldxle42,1.qi Kpg%) ft = 4ovopa..b.. 60 8 mavinun SA 4D 1% 3xu-(12 o.glú) dequeiel ao mun Shia.te andTemperatu

Add a comment
Know the answer?
Add Answer to:
A 5 in thick simply supported reinforced concrete one-way slab is part of a roof system....
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
  • . 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...

  • Reinforced Concrete Exam 1 CIEn 470, Reinforced Concrete Problem#213091 An interior reinforced concrete slab is 7.5...

    Reinforced Concrete Exam 1 CIEn 470, Reinforced Concrete Problem#213091 An interior reinforced concrete slab is 7.5 inches thick and spans 20 feet if 60,000 #5 bars are spaced 24 inches apart and 5,000 psi concrete are used, determine the following Last Name, First Name a) Moment capacity of the slab b) Maxdimum service live load of the slab c) Required shrinkage and temperature steel d) values maximum service live load that the slab can safely support in pounds per square...

  • 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.

  • 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).

  • 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...

  • 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,...

  • 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.)

  • 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

  • . Design a reinforced concrete continuous one-way floor system shown below. All dimensions provided are from...

    . Design a reinforced concrete continuous one-way floor system shown below. All dimensions provided are from center-to-center, unless specified otherwise. Given: fC 4,000 psi, normal-weight concrete,f 60,000 psi L 120 psf, D 40 psf+ Self weight Use minimum b 12 in. for beams and girders (You can increase bw if needed) (a) Design a continuous one-way slab over two spans Assume ends integral with the support (spandrel) for moment calculations using the ACI Design Code.

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