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Standard X
Chemistry
Isomerisation and Aromatization of Alkanes
The developme...
Question
The development length (in mm, rounded off to the multiple of 5) of a 16 mm diameter plain bar in compression for design bond stress
1.4
N
/
m
m
2
is ___.
498
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Solution
The correct option is
A
498
Given,
ϕ
=
16
m
m
,
τ
b
d
=
1.4
M
P
a
L
d
=
0.87
f
y
ϕ
4
×
1.25
τ
b
d
=
0.87
×
250
×
16
4
×
1.25
×
1.4
=
497.14
m
m
≈
500
m
m
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Similar questions
Q.
The development length (in mm) in compression for a 16 mm diameter deformed bar of grade Fe415 embedded in concrete of grade M25 whose design bond stress is 1.4
N
/
m
m
2
,
is ______
Q.
The development length in compression for a 20 mm diameter deformed bar of grade Fe 415 embedded in concrete of grade M 25 whose design bond stress is 1.40 N/mm
2
, is
Q.
The development length required for Fe250 reinforcing bars of 20 mm diameter, as per IS 456:2000 Code for M20 grade concrete and having bars in compression with design bond stress
τ
b
d
=
1.2
M
P
a
, is nearly equal to ____ mm. (Nearest integer value)
Q.
A continuous beam 250 mm x 450 mm carries 6 numbers of 12 mm diameter longitudinal bars as shown. The factored shear force at the point of inflection is 200 kN. Check if the beam is safe in bond. Assume M15 mix with
σ
c
k
=
15
N
/
m
m
2
and mild steel with
σ
y
=
250
N
/
m
m
2
. A clear cover of 25 mm canbe assumed. The design bond stress for mild steel bars in M15 concrete is specified to be 1.0 N/mm
2
Q.
As per IS 456:2000 for M20 grade concrete and plain bars in tension the design bond stress
τ
b
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σ
s
=
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MPa. Find the required development length,
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