Question
In: Civil Engineering
what happen if simply supported slab provide with voids?
what happen if simply supported slab provide with voids?
Solutions
Ally Wells answered 2 months agoRelated Solutions
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.
1. Design a simply supported slab resting on masonry walls of thickness 250mm each with its...
1. Design a simply supported slab resting on masonry walls of
thickness 250mm
each with its opposite edges supported (L = 4.75m). Take concrete
grade
32MPa; steel grade 500N; permanent load (G) = 1.5kPa; imposed load
(Q) =
2kPa; ψs = 0.7 & ψl
= 0.4; γconc = 25kN/m3
; ∆=span/500 (HOMEWORK)
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.
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.
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
What is the significance of the simply supported beam bridge and what is the implication simply...
What is the significance of the simply supported beam
bridge and what is the implication simply supported beam is applied
on the bridge?
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
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