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3.0CRACK WIDTH CHECK (ACI).xls
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3.0CRACK WIDTH CHECK (ACI).xls
3.0CRACK WIDTH CHECK (ACI).xls...
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DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
S01S_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 53 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 469.09 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 36.16 ksi 18.60 in^2 118.45 kips/in
=0.076*(*z)/1000
0.011153389 in
w (in millimeter)
0.284 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.284 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
S01S_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 46 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 407.13 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 31.38 ksi 18.60 in^2 102.81 kips/in
=0.076*(*z)/1000
0.0096803 in
w (in millimeter)
0.246 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.246 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
S01L_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 100 mm 88 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 10.00 1131 0.0043
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 3.94 778.87 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.75 in^2
0.2193 0.9269 1.17 46.12 ksi 11.16 in^2 115.77 kips/in
=0.076*(*z)/1000
0.010335333 in
w (in millimeter)
0.263 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.263 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
S01L_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 100 mm 82 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 10.00 1131 0.0043
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 3.94 725.76 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.75 in^2
0.2193 0.9269 1.17 42.97 ksi 11.16 in^2 107.88 kips/in
=0.076*(*z)/1000
0.009630652 in
w (in millimeter)
0.245 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.245 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS01_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 125 mm 21 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 8.00 905 0.0034
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 4.92 185.87 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.40 in^2
0.1988 0.9337 1.17 13.66 ksi 13.95 in^2 36.93 kips/in
=0.076*(*z)/1000
0.003284041 in
w (in millimeter)
0.084 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.084 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS01_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 125 mm 21 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 8.00 905 0.0034
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 4.92 185.87 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.40 in^2
0.1988 0.9337 1.17 13.66 ksi 13.95 in^2 36.93 kips/in
=0.076*(*z)/1000
0.003284041 in
w (in millimeter)
0.084 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.084 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS01_B! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 0 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 0.00 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 0.00 ksi 18.60 in^2 0.00 kips/in
=0.076*(*z)/1000
0 in
w (in millimeter)
0.000 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS01_T! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 21 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 185.87 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 14.33 ksi 18.60 in^2 46.93 kips/in
=0.076*(*z)/1000
0.004419268 in
w (in millimeter)
0.113 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.113 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS02_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 125 mm 16 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 8.00 905 0.0034
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 4.92 141.61 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.40 in^2
0.1988 0.9337 1.17 10.40 ksi 13.95 in^2 28.13 kips/in
=0.076*(*z)/1000
0.002502126 in
w (in millimeter)
0.064 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.064 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS02_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 125 mm 48 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 8.00 905 0.0034
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 4.92 424.84 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.40 in^2
0.1988 0.9337 1.17 31.21 ksi 13.95 in^2 84.40 kips/in
=0.076*(*z)/1000
0.007506379 in
w (in millimeter)
0.191 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.191 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS02_B! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 0 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 0.00 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 0.00 ksi 18.60 in^2 0.00 kips/in
=0.076*(*z)/1000
0 in
w (in millimeter)
0.000 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FCS02_T! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 36 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 318.63 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 24.56 ksi 18.60 in^2 80.46 kips/in
=0.076*(*z)/1000
0.007575887 in
w (in millimeter)
0.193 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.193 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS01_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 12 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 106.21 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 8.19 ksi 18.60 in^2 26.82 kips/in
=0.076*(*z)/1000
0.002525296 in
w (in millimeter)
0.065 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.065 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS01_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 125 mm 8 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 8.00 905 0.0036
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 4.92 70.81 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.40 in^2
0.2029 0.9324 1.24 5.46 ksi 18.60 in^2 17.88 kips/in
=0.076*(*z)/1000
0.00168353 in
w (in millimeter)
0.043 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.043 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS01_B! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 150 mm 8 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 6.67 754 0.0029
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 5.91 70.81 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.17 in^2
0.1832 0.9389 1.17 6.21 ksi 16.74 in^2 17.84 kips/in
=0.076*(*z)/1000
0.001582132 in
w (in millimeter)
0.041 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.041 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS01_T! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 150 mm 16 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 6.67 754 0.0029
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 5.91 141.61 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.17 in^2
0.1832 0.9389 1.17 12.42 ksi 16.74 in^2 35.68 kips/in
=0.076*(*z)/1000
0.003164265 in
w (in millimeter)
0.081 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.081 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS02_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 125 mm 20 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 8.00 905 0.0034
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 4.92 177.01 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.40 in^2
0.1988 0.9337 1.17 13.01 ksi 13.95 in^2 35.17 kips/in
=0.076*(*z)/1000
0.003127658 in
w (in millimeter)
0.080 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.08 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS02_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 30 0 0 12
mm mm mm mm 125 mm 52 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 264.00 36.00 36 8.00 905 0.0034
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.18 0.00 0.00 0.47 4.92 460.24 0.011811024
66.7184
in in in in in Kip-in in
ksi
10.39 in 1.42 in 1.42 1.40 in^2
0.1988 0.9337 1.17 33.81 ksi 13.95 in^2 91.44 kips/in
=0.076*(*z)/1000
0.008131911 in
w (in millimeter)
0.207 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.207 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS02_B! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 150 mm 8 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 6.67 754 0.0030
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 5.91 70.81 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.17 in^2
0.1871 0.9376 1.23 6.51 ksi 22.32 in^2 22.67 kips/in
=0.076*(*z)/1000
0.002126702 in
w (in millimeter)
0.055 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.055 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
FMS02_T! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 300 mm 42 0 0 12
mm mm mm mm 150 mm 24 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 252.00 48.00 48 6.67 754 0.0030
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 11.81 in 1.65 0.00 0.00 0.47 5.91 212.42 0.011811024
66.7184
in in in in in Kip-in in
ksi
9.92 in 1.89 in 1.89 1.17 in^2
0.1871 0.9376 1.23 19.54 ksi 22.32 in^2 68.01 kips/in
=0.076*(*z)/1000
0.006380105 in
w (in millimeter)
0.163 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.163 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
LS2_B PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 350 mm 30 0 12 20
mm mm mm mm 100 mm 95 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 298.00 52.00 52 10.00 3142 0.0105
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 13.78 in 1.18 0.00 0.47 0.79 3.94 840.82 0.011811024
66.7184
in in in in in Kip-in in
ksi
11.73 in 2.05 in 2.05 4.87 in^2
0.3209 0.8930 1.26 16.48 ksi 16.12 in^2 52.86 kips/in
=0.076*(*z)/1000
0.005049948 in
w (in millimeter)
0.129 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.129 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
LS2_T PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 350 mm 30 0 12 20
mm mm mm mm 100 mm 220 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 298.00 52.00 52 10.00 3142 0.0105
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 13.78 in 1.18 0.00 0.47 0.79 3.94 1947.16 0.011811024
66.7184
in in in in in Kip-in in
ksi
11.73 in 2.05 in 2.05 4.87 in^2
0.3209 0.8930 1.26 38.17 ksi 16.12 in^2 122.42 kips/in
=0.076*(*z)/1000
0.011694616 in
w (in millimeter)
0.298 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.298 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
LS2_B! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 350 mm 30 0 0 12
mm mm mm mm 150 mm 20 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 314.00 36.00 36 6.67 754 0.0024
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 13.78 in 1.18 0.00 0.00 0.47 5.91 177.01 0.011811024
66.7184
in in in in in Kip-in in
ksi
12.36 in 1.42 in 1.42 1.17 in^2
0.1694 0.9435 1.14 12.99 ksi 16.74 in^2 37.31 kips/in
=0.076*(*z)/1000
0.003227281 in
w (in millimeter)
0.082 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.082 <=0.3 OK
LOWER
DOCUMENT No
SHEET
OF
001-DX00551-MNC-01 SUBJECT
CRACK WIDTH ANALYSIS
SUBJECT
ACI224R-90
CALCULATIONS
LS2_T! PARAMETERS: beam width total depth
b h
bottom conc clear cover
cover
SI 1000 mm 350 mm 30 0 0 12
mm mm mm mm 150 mm 25 kN-m 0.3 mm
cover reduction
d link db
link diameter bar diameter
bar spacing Service Moment crack width limit
Ms
conc cylinder strength steel elas mod conc elas mod steel n = Es / Ec
cover + d link + d b / 2
fc' fy Ec Es n d y dc
# of bars (tension) Steel Area p = As / bd
As p
effective depth cover to centroid of bars
EQ (4.2)
CALCULATIONS k j Steel Stress: A z crack width w (in inches)
35 460 27806 200000 7.2 314.00 36.00 36 6.67 754 0.0024
MPa MPa MPa MPa mm mm mm bars mm^2
{sqrt[(pn)^2 + 2pn] - pn} 1-k/3 h2 / h1 fs=Ms/[As*jd] A=(2y*b)/n fs*(dc*A)^1/3
ENGLISH 39.37 in 13.78 in 1.18 0.00 0.00 0.47 5.91 221.27 0.011811024
66.7184
in in in in in Kip-in in
ksi
12.36 in 1.42 in 1.42 1.17 in^2
0.1694 0.9435 1.14 16.23 ksi 16.74 in^2 46.64 kips/in
=0.076*(*z)/1000
0.004034101 in
w (in millimeter)
0.103 mm
b
h dc
cover
s A NOTE: for illustration purposes only
LOWER
SHEET
CRACK WIDTH ANALYSIS OUTPUT
.
crack width 0.103 <=0.3 OK
LOWER
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