Question
In: Civil Engineering
A one-way slab has been designed for a simply supported span of 4.0 m with an...
- A one-way slab has been designed for a simply supported span of 4.0 m with an overall depth of 170 mm and clear cover of 20 mm, using M 20 concrete and Fe 415 steel. The dead loads are taken as 5.0 kN/m2 and the live loads as 2.0 kN/m2. The longitudinal bars are designed as 10 mm φ @ 150 c/c. Verify the adequacy of the thickness provided,
- Applying the limiting span/effective depth ratio;
- Actual calculation of total deflections.
Solutions
Ally Wells answered 11 months agoRelated Solutions
Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a...
Design a simply supported one-way reinforced concrete floor
slab to span 10 ft and carry a service live load of 175 psf and a
service dead load of 25 psf (the dead load does not include the
self-weight of the slab).
Use f’c = 3000 psi and Fy = 60,000 psi. Make the slab
thickness to 1/2-in. increments.
Design of circular slab with simply supported condition. Effective span = 5.4 m c/c Floor finish...
Design of circular slab with simply supported condition.
Effective span = 5.4 m c/c
Floor finish = 1.5 kN/m2
Imposed load = 3 kN/m2
Characteristic strength of concrete (fck) = 35N/mm2
Characteristic strength of steel (fyk) = 500 N/mm2
Assume cover
A cantilevered one way slab of effective span 1.5 m has an effective depth of 100...
A cantilevered one way slab of effective span 1.5 m has an
effective depth of 100 mm. The slab is provided with 10 mm dia.
main reinforcement at 150 mm c/c spacing. Check the slab for
deflection if, Ast required is 522.02 mm2. The grade of concrete is
M20 and grade of steel is Fe 415.
Using ACI codes. Design a simply supported one-way reinforcement concrete floor slab with a dimension of...
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...
Design a simply supported slab over a watch man office of 3.2m x 8m inner span...
Design a simply supported slab over a watch man office of 3.2m x 8m
inner span factored live load of 10 KN/m^2. Use M25 grade concrete
and Fe460 grade steel. Compare your results with void slab and
write a summaryvfor it.
what happen if simply supported slab provide with voids?
what happen if simply supported slab provide with voids?
Q.1. Design a simply supported slab for a room of size Lx (m) X Ly (m)...
Q.1. Design a simply supported slab for a room
of size Lx (m) X Ly (m) one end continuous to
support a live load of 300 psf. Take a concrete of strength 4000
psi and steel of strength 60000 psi. Show the cross section of slab
with reinforcement
details.
NOTES : Student will take data given below in the table
against their name.
Lx (m)
Ly (m)
3.5
7.5
Q.1. Design a simply supported slab for a room of size Lx (m) X Ly (m)...
Q.1. Design a simply supported slab for a room
of size Lx (m) X Ly (m) one end continuous to
support a live load of 300 psf. Take a concrete of strength 4000
psi and steel of strength 60000 psi. Show the cross section of slab
with reinforcement
details.
Lx (m)
Ly (m)
4.25
8.5
Q.1. Design a simply supported slab for a room of size Lx (m) X Ly (m)...
Q.1. Design a simply supported slab for a room
of size Lx (m) X Ly (m) one end continuous to
support a live load of 300 psf. Take a concrete of strength 4000
psi and steel of strength 60000 psi. Show the cross section of slab
with reinforcement
details.
NOTES : data given below in the table
Lx (m)
Ly (m)
5.5
12
A simply supported reinforced concrete beam with uniformly distributed load of 10 kN/m has a span...
A simply supported reinforced concrete beam with uniformly
distributed load of 10 kN/m has a span of 6.0 metres. The beam
cross-section is 225 mm breadth by 300 mm depth. Sketch and design
the beam. Make necessary and realistic assumptions where
applicable
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