In: Civil Engineering

((Reinforcement concrete subject)) using ACI-318.

Please, answer the following questions and make your
answers as short as possible. no need for long answer.

You may express your answer as an equation if needed.

(((Please only type your answers)))

Slabs:-

1- Name two benefits of designing a one way slab as a series of one
foot wide strips?

2- How do we calculate the minimum thickness for a slab?

3- Why is it a good idea to use the minimum slab
thickness?

4- What is the minimum cover on an internal and external
slab?

5- What is temperature and shrinkage steel and why do we have
it?

Q.1. Two benefits of designing a one way slab as a series of one foot wide strips :

First you have to understand we are taking unit width because we
need unit area strips ( means we take unit width in both X and Y
directions ). If we design a unit area 1 ft^{2} strip of
slab it will going to be same for the entire slab.

So by taking 1 ft wide strip benefits are :

a. Each strip now acting as an individual beam carrying
uniformly distributed load so our beam formula for maximum bending
moment = wl^{2}/8 etc are going to work no separate
relations and equations are needed also the complexity of design
and calculations are reduced.

b. Now our strip is just like a beam of 1 ft width and effective depth is same as the depth of slab so we can easily find the area of steel for it and spacing of bars and hence our slab is designed.

If we conclude basic reason for taking 1 ft strip is to break our slab in small beams which is easy to design.

((Reinforcement concrete subject)) using ACI-318.
Please, answer the following questions and make your
answers as short as possible. no need for long answer.
You may express your answer as an equation if needed.
(((Please only type your answers)))
T beams:-
1- What is the primary advantage of using a T beam over a
rectangular beam?
2- How do we determine the effective width of a T beam?
3- What is the difference between Case 1 and 2?
4- How do...

Related to subject of ( Reinforcement Concrete )
Answer the following in very short answers:-
Please use typing
only.
1- What is the difference between a Type A and Type B
splice?
2- Why is it conservative to assume that the moment capacity and
area of steel vary linearly instead of using the quadratic
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3- Why is this helpful to speed up the moment design?

Using ACI codes.
Design a simply supported one-way reinforcement concrete floor
slab with a dimension of 10 ft x10 ft.
Dead load = 2620 lb
Live load= 28000 lb
Use f'c = 3000 psi and fy = 60,000 psi.
Reinforcement is number 8.
a) Design a one wat slab using ACI code with Reinforcement and
the distance of steel bars from one another.
b) Design a slab without reinforcement with minimum
thickness.
Compare the load, concrete slab and a reinforced...

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Please answer the following questions. Post your answers to the
Discussions area of the course.
What factors affect taxable income or the difference between
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