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fc'= 12.20 mpa k-150 koef sni/m3=
fy= 390.00 mpa
ɸ= 6.00 mmas(1)= 28.26 mm2
β1= 0.85 fc>=30mpa
p= 0.0658 fc!30mpa(min=.65)
p.o"e#= 0.083 0.088
p.$n%e#= 0.00359 0.00358
AS LOCK
ɸ= 6.00 mm
as(1)= 28.26 mm2
n= 2.00
as(n)= 56.52 mm2
p&= 0.02601
ac &= 212.9 mm2 %/&=1.56
%= 58.2
= 699.23
*= 8.2
&= 3.29
kon+#o ac= 212.9
" &e+on= 200906.2
= 0.0020
#p &e+on= 118.58
p.o"e#= 0.088ac o"e#= 1165.81 mm2 %/&=1.56
%= 2.68
= 512.16
*= 62.68
&= 2.32
kon+#o ac= 1165.81
" &e+on= 868.82
sni 200212.2..3
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= 0.00088
#p &e+on= 38.39
p.$n%e#= 0.00358
ac o"e#= 1588.8 mm2 %/&=1.56
%= 15.0
= 188.80*= 1.0
&= 100.52
kon+#o ac= 1588.8
" &e+on= 3358203.50
= 0.03355
#p &e+on= 2829.85
&esi +o+a= 6.19 m
&$+$* on,o#= 1.00" &esi= 0.000199 m3
&esi= 1.3 k
#p &esi= 182.86
+o+a #p= 889.68
AC LOCK
*= 120.00 mm *=2&
%= 100.00 mm
&= 60.00 mm= 1200.00 mm =26%
ef= 6000.00 mm2
+o+= 200.00 mm2
" &e+on= 860000.00 mm3
= 0.0086 m3 20.13 k
#p &e+on= 25.6
#p &e+on(3)= 21826.39
ɸ= 6.00 mm
as(1)= 28.26 mm2
p&= 0.02601
as &= 156.06 mm2
n &esi= 5.52 6.00
kon+#o p= 0.02826
p o"e#= 0.088
as o"e#= 290.89 mm2
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n &esi= 10.29 11.00
kon+#o p= 0.05181
p $n%e#= 0.00358
as $n%e#= 21.8 mm2
n &esi= 0.6 1.00 0.00kon+#o p= 0.001 0.00000
&esi +o+a= 21.60 m
&$+$* on,o#= 2.00
" &esi= 0.00061016 m3
&esi= .9 k
#p &esi= 62029.1
+o+a #p= 83855.80
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c 299.00 k 12.83 pc 0k= .50
ps 99.00 k 3.29 ps m3= 0.99
k#(30mm) 101.00 k 3.65 k# m3= 0.5353
ai# 215.00 i+e# 9.23 ai# += 215.0000
2330.00 k 100.00 a#a /m3 men$#$+ a*s
&esi
&esi/k= 12000.00 #p 1.05 12600.00&en%#a+/k 23000.00 #p
0.02 35.00
a#a /k &esi a*sp s&y 2015= 1295.00
0.85
0.98
mm =26%
mm3
m3 .6 k
mm =26%
mm3
Σ=
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m3 2.0 k
mm =26%
mm3
m3 8.1 k
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63000.00 0925.00
232100.00 11590.9
66000.00 2932.63
2.00 5805.00
p s&y 2015= 8206.5
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fc'= 12.20 mpa k-150 koef sni/m3=
47 :; =30mpa
p= 0.0658 fc!30mpa(min=.65)
p.o"e#= 0.083 0.088
p.$n%e#= 0.00359 0.00358
AS LOCK
ɸ= 6.00 mm
as(1)= 28.26 mm2
n= 2.00
as(n)= 56.52 mm2
p&= 0.02601
ac &= 212.9 mm2 %/&=1.56
%= 58.2
= 699.23
*= 8.2
&= 3.29
kon+#o ac= 212.9
" &e+on= 200906.2
= 0.0020
#p &e+on= 118.58
p.o"e#= 0.088ac o"e#= 1165.81 mm2 %/&=1.56
%= 2.68
= 512.16
*= 62.68
&= 2.32
kon+#o ac= 1165.81
" &e+on= 868.82
sni 200212.2..3
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= 0.00088
#p &e+on= 38.39
p.$n%e#= 0.00358
ac o"e#= 1588.8 mm2 %/&=1.56
%= 15.0
= 188.80*= 1.0
&= 100.52
kon+#o ac= 1588.8
" &e+on= 3358203.50
= 0.03355
#p &e+on= 2829.85
&esi +o+a= 6.19 m
&$+$* on,o#= 1.00" &esi= 0.000199 m3
&esi= 1.3 k
#p &esi= 182.86
+o+a #p= 889.68
AC LOCK
*= 120.00 mm *=2&
%= 100.00 mm
&= 60.00 mm= 1200.00 mm =26%
ef= 6000.00 mm2
+o+= 200.00 mm2
" &e+on= 860000.00 mm3
= 0.0086 m3 20.13 k
#p &e+on= 25.6
#p &e+on(3)= 21826.39
ɸ= 6.00 mm
as(1)= 28.26 mm2
p&= 0.02601
as &= 156.06 mm2
n &esi= 5.52 6.00
kon+#o p= 0.02826
p o"e#= 0.088
as o"e#= 290.89 mm2
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n &esi= 10.29 11.00
kon+#o p= 0.05181
p $n%e#= 0.00358
as $n%e#= 21.8 mm2
n &esi= 0.6 1.00 0.00kon+#o p= 0.001 0.00000
&esi +o+a= 21.60 m
&$+$* on,o#= 2.00
" &esi= 0.00061016 m3
&esi= .9 k
#p &esi= 62029.1
+o+a #p= 83855.80
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c 299.00 k 12.83 pc 0k= .50
ps 99.00 k 3.29 ps m3= 0.99
k#(30mm) 101.00 k 3.65 k# m3= 0.5353
ai# 215.00 i+e# 9.23 ai# += 215.0000
2330.00 k 100.00 a#a /m3 men$#$+ a*s
&esi
&esi/k= 12000.00 #p 1.0500 12600.00&en%#a+/k= 23000.00
#p 0.0150 35.00
a#a /k &esi a*sp s&y 2015= 1295.00
0.85
0.98
mm =26%
mm3
m3 .6 k
mm =26%
mm3
Σ=
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m3 2.0 k
mm =26%
mm3
m3 8.1 k
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63000.00 0925.00
232100.00 11590.9
66000.00 2932.63
2.00 5805.00
p s&y 2015= 8206.5
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