template 4 section (in progress)
TRANSCRIPT
-
8/18/2019 Template 4 Section (in PROGRESS)
1/4
-
8/18/2019 Template 4 Section (in PROGRESS)
2/4
2 of 4
Project : Designed by : Date :Title : Checked by : Page :
Template 4 section (IN PROGRESS).xls
-
8/18/2019 Template 4 Section (in PROGRESS)
3/4
3 of 4
Project : Designed by : Date :Title : Checked by : Page :
Shear Check
Shear at column face = N/mm 2 < N/mm 2
(A) X-axisb = mm = mm = mm
Shear force = kN = kN = kNShear stress = N/mm 2 = N/mm 2 = N/mm 2
100 x A s, prov / bd = < 3, = < 3, = < 3,= = =
400 / d = < 1, = < 1, = < 1,= = =
f cu / 25 = = =a v = mm = mm = mmvc = N/mm = N/mm = N/mm
Shear resistance = N/mm2
= N/mm2
= N/mm2
> N/mm 2 > N/mm 2 > N/mm 2
b = mmShear force = kN
Shear stress = N/mm 2
100 x A s, prov / bd = < 3,=
400 / d = < 1,=
f cu / 25 =a v = mm
vc = N/mmShear resistance = N/mm 2
> N/mm 2 OK
(B) Y-axisb = mm = mm = mm
Shear force = kN = kN = kNShear stress = N/mm 2 = N/mm 2 = N/mm 2
100 x A s, prov / bd = < 3, = < 3, = < 3,= = =
400 / d = < 1, = < 1, = < 1,= = =
f cu / 25 = = =a v = mm = mm = mmvc = N/mm = N/mm = N/mm
Shear resistance = N/mm 2 = N/mm 2 = N/mm 2
> N/mm 2 > N/mm 2 > N/mm 2
b = mmShear force = kN
Shear stress = N/mm 2
1
1.4075
0.38
4.731.58
75
0.38
4.731.58
232633001.580.150.150.44
232633001.580.150.150.44
1
1.40
1476 1476
1476
2326
75
0.374.732.44
3300
1476
2.440.150.150.44
1
11.40
11.40
75
0.37
4.732.44
1.40
75
0.37
4.732.44
33002.440.150.150.44
33002.44
0.150.44
1
75
0.38
4.73
232633001.58
1.58
4.73
0.441
1.40
4.73
0.44
3.44
33002.440.150.15
0.15
1.40
75
0.37
2.44
33001.580.150.15
Template 4 section (IN PROGRESS).xls
-
8/18/2019 Template 4 Section (in PROGRESS)
4/4
4 of 4
Project : Designed by : Date :Title : Checked by : Page :
100 x A s, prov / bd = < 3,=
400 / d = < 1,=
f cu / 25 =a v = mmvc = N/mm
Shear resistance = N/mm 2
> N/mm 2 OK
Provide T12 - 250mm c/c as binder;Provide Binder T
Legend:
- Pile Point
4.731.58
0.150.44
11.40
75
0.38
3 12
0.15
center line
center line
y
x
Template 4 section (IN PROGRESS).xls