Question
In: Civil Engineering
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 |
Solutions
according to IS456-2000 code
book.
Ally Wells answered 7 months agoRelated Solutions
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
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.
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 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 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.
what happen if simply supported slab provide with voids?
what happen if simply supported slab provide with voids?
An electron (mass m) is contained in a cubical box of widths Lx = Ly =...
An electron (mass m) is contained in a cubical box of
widths Lx = Ly =
Lz = L. It emits and absorbs light by
making transitions among the lowest five energy levels.
(a) How many different frequencies of light could
the electron emit or absorb if it makes a transition between a pair
of the lowest five energy levels? What multiple of
h/8mL2 gives the (b)
lowest, (c) second lowest, (d)
third lowest, (e) highest, (f)
second highest, and...
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...
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