Question

Design of a One-way Slab

6.JPG

0 0
Add a comment Improve this question Transcribed image text
Request Professional Answer

Request Answer!

We need at least 10 more requests to produce the answer.

0 / 10 have requested this problem solution

The more requests, the faster the answer.

Request! (Login Required)


All students who have requested the answer will be notified once they are available.
Know the answer?
Add Answer to:
Design of a One-way Slab
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Similar Homework Help Questions
  • B. Design an interior one-way slab considering the given loading. The weight of the slab is...

    B. Design an interior one-way slab considering the given loading. The weight of the slab is not included in the given loading. Include a reasonable estimate for the slab weight. Use Pmax = 0.18 fc/fy. Choose a es not exceed twice the thickness of the slab. Show sketch of cross section including bars sizes and spacing. Assume normal weight concrete that weighs 150 pcf, fy = 60,000 psi, fc = 4,000 psi. W. = 100 psf

  • Design an interior one-way slab for the figure and load shown below. Given: fc = 4000...

    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

  • 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 3: One way solid slab (10 pts) The slab shown in Figure 2 is 200...

    Problem 3: One way solid slab (10 pts) The slab shown in Figure 2 is 200 mm thick. All beams/girders have 400 x 600 mm sections. All columns have 400 x 400 mm sections. Superimposed dead load = 3 kN/m, live load = 4 kN/mº. No walls used. a) Check the slab thickness for deflection control. b) Determine the ultimate uniform load on a l-m wide typical slab strip. c) Determine the ultimate uniform load transferred to beam 2. d)...

  • Design interior one-way slab for the situation shown. Concrete weight = 150 lb/ft^3 f_y= 60,000 psi,...

    Design interior one-way slab for the situation shown. Concrete weight = 150 lb/ft^3 f_y= 60,000 psi, f_c= 4,000 psi. Do not use the ACI Code’s minimum thickness for deflections. Assume: h= 7.5 in, b= 12 in, d= h-0.75-(0.25) steel percentages are given on the figures. The only dead load is the weight of the slab WL150 psf im -24 ft WL150 psf im -24 ft

  • Using SI system and ACI Code design a one way slab 20 meter long 7.7 meter wide with a dead load ...

    Using SI system and ACI Code design a one way slab 20 meter long 7.7 meter wide with a dead load of 3.3 kg/m2 and the a unit weight of concrete of 2400kg/m3 consider live load of 4kg/m2 thank you Civil Engineers

  • 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

  • It is required to design a reinforced concrete one-slab used as a floor of a domestic...

    It is required to design a reinforced concrete one-slab used as a floor of a domestic building. The floor is to support a live load of 4 kPa. Take Ln = 5m, f'c=25MPa, fsy = 500 MPa, and clear cover to reinforcement is 25 mm. Question-2 It is required to design a reinforced concrete one-slab used as a floor of a domestic building. The floor is to support a live load of 4 kPa. Take L. = 5 m, fc'...

  • The floor system for a reinforced concrete building consists of a continuous one way slab built...

    The floor system for a reinforced concrete building consists of a continuous one way slab built monolithically with its supporting beams as shown. Given f’c = 4 ksi and Grade 60 steel. (a) Assuming wu = 2 k/ft, the maximum negative moment using ACI (8.3.3) coefficients is most nearly: A 51.2 k-ft/ft B 42 k-ft C 64 k-ft D 46.5 k-ft E Other (specify) (b) The steel required to resist a moment of 50 k-ft for an effective depth =...

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