1460021 b dr
TRANSCRIPT
-
8/17/2019 1460021 b Dr
1/73
SoftTech Engineers Pvt. Ltd.
PROJECT : 1460 PLAN : 1460
Building Version : 1.640 STRUDS Version : 4.0.0
JOB NO. : 1 REF. NO. : DATE : 06/20/14 TIME : 12:31:02
Beam Detail Report
SoftTech Engineers Pvt. Ltd.
GridName :- 1
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B1L = 3040
230x500
-5.46
-1.80-2.48
28.76
-28.76
0.00 -0.00-21.85
-21.85
M (kN-m) 0.00 -0.00-21.85Torsion (kN-m) -0.00 -0.00--Equi-HOGBM (kN-m) 0.00 0.000.00AstreqTOP(mm2) 0.00 0.000.00AstreqMaxTOP(mm2) 0.00 0.000.00AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 100.53--
M(kN-m) 0.00 0.00-21.85Torsion (kN-m) -0.00 -0.00--Equi-SAGBM (kN-m) 0.00 0.00-21.85AstreqBOT(mm2) 0.00 0.00133.04AstreqMaxBOT(mm2) 133.04 133.04133.04AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 28.76 -28.76--Torsion (kN-m) -0.00 -0.00--Equi-SF(kN) 28.76 28.76--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 12.98 12.98--Vus(kN) 24.00 24.00--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.81 < 8.69 OK
2 #8Top Bars
2 #12Bottom Bars
B2L = 3040
230x500
-5.46
-1.80-2.48
28.76
-28.76
-0.00 0.00-21.85
-21.85
M (kN-m) -0.00 0.00-21.85Torsion (kN-m) 0.00 0.00--Equi-HOGBM (kN-m) 0.00 0.000.00AstreqTOP(mm2) 0.00 0.000.00AstreqMaxTOP(mm2) 0.00 0.000.00AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 100.53--
M(kN-m) 0.00 0.00-21.85Torsion (kN-m) 0.00 0.00--Equi-SAGBM (kN-m) 0.00 0.00-21.85AstreqBOT(mm2) 0.00 0.00133.04AstreqMaxBOT(mm2) 133.04 133.04133.04AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 28.76 -28.76--Torsion (kN-m) 0.00 0.00--Equi-SF(kN) 28.76 28.76--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 12.98 12.98--Vus(kN) 24.00 24.00--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.08 < 8.69 OK
2 #8Top Bars
2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
2/73
SoftTech Engineers Pvt. Ltd.
GridName :- 2
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B3L = 3040
230x500
-5.46
-1.80-2.48
20.38
-37.13
6.93
32.40-3.86
-3.86
M (kN-m) 6.93 32.40-3.86Torsion (kN-m) 1.68 1.68--Equi-HOGBM (kN-m) 10.07 35.540.00AstreqTOP(mm2) 60.42 220.130.00AstreqMaxTOP(mm2) 220.13 220.13220.13AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 157.08 257.61--
M(kN-m) 0.00 0.00-3.86Torsion (kN-m) 1.68 1.68--Equi-SAGBM (kN-m) 0.00 0.00-7.00AstreqBOT(mm2) 0.00 0.0041.86AstreqMaxBOT(mm2) 41.86 41.8641.86AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 20.38 -37.13--Torsion (kN-m) 1.68 1.68--Equi-SF(kN) 32.07 48.83--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 21.67 29.23--Vus(kN) 27.31 44.07--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 0.81 < 8.69 OK
2 #10Top Bars
2 #8Sup. Bars
2 #12Bottom Bars
B4L = 3040
230x500
-5.46
-1.80-2.48
37.93
-19.58
32.81
4.93-5.07
-5.07
M (kN-m) 32.81 4.93-5.07Torsion (kN-m) -2.46 -2.46--Equi-HOGBM (kN-m) 37.40 9.520.00AstreqTOP(mm2) 232.25 57.100.00AstreqMaxTOP(mm2) 232.25 232.25232.25AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 251.33 150.80--
M(kN-m) 0.00 0.00-5.07Torsion (kN-m) -2.46 -2.46--Equi-SAGBM (kN-m) 0.00 0.00-9.66AstreqBOT(mm2) 0.00 0.0057.94AstreqMaxBOT(mm2) 57.94 57.9457.94AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 37.93 -19.58--Torsion (kN-m) -2.46 -2.46--Equi-SF(kN) 55.04 36.70--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 35.37 27.09--Vus(kN) 50.29 31.94--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 0.81 < 8.69 OK
3 #8Top Bars
2 #8Sup. Bars
2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
3/73
SoftTech Engineers Pvt. Ltd.
GridName :- 3
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B5L = 5420
230x500
-5.46 -5.46
-1.35 -1.86
29.92
-62.97
-30.18
53.60-60.37
-30.18-60.37
M (kN-m) -30.18 53.60-60.37Torsion (kN-m) -2.04 -2.04--Equi-HOGBM (kN-m) 0.00 57.410.00AstreqTOP(mm2) 0.00 366.450.00AstreqMaxTOP(mm2) 366.45 366.45366.45AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 150.80 420.97--
M(kN-m) -30.18 0.00-60.37Torsion (kN-m) -2.04 -2.04--Equi-SAGBM (kN-m) -34.00 0.00-64.19AstreqBOT(mm2) 210.19 0.00413.74AstreqMaxBOT(mm2) 413.74 413.74413.74AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 452.39 452.39452.39
SF (kN) 29.92 -62.97--Torsion (kN-m) -2.04 -2.04--Equi-SF(kN) 44.14 77.19--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 28.67 43.59--Vus(kN) 39.36 72.42--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 4.24 < 15.49 OK
3 #8Top Bars
2 #10Sup. Bars
4 #12Bottom Bars
B6L = 1430
230x500
-5.46
-1.35-3.88
-1.35-3.88
49.58
24.01
57.25
4.63
M (kN-m) 57.25 4.630.00Torsion (kN-m) 3.57 3.57--Equi-HOGBM (kN-m) 63.92 11.300.00AstreqTOP(mm2) 411.86 67.910.00AstreqMaxTOP(mm2) 411.86 411.86411.86AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 653.45 383.27--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 3.57 3.57--Equi-SAGBM (kN-m) 0.00 2.040.00AstreqBOT(mm2) 0.00 12.150.00AstreqMaxBOT(mm2) 12.15 12.1512.15AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 49.58 24.01--Torsion (kN-m) 3.57 3.57--Equi-SF(kN) 74.44 48.87--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 47.75 36.32--Vus(kN) 69.65 44.08--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.65 < 4.09 OK
2 #12+2 #10Top Bars
2 #10Sup. Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
4/73
SoftTech Engineers Pvt. Ltd.
GridName :- 3
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B7L = 1430
230x500
-5.46
-1.35-1.86-1.35-1.86
-5.90
-28.50
5.01
29.60
M (kN-m) 5.01 29.600.00Torsion (kN-m) -3.40 -3.40--Equi-HOGBM (kN-m) 11.36 35.950.00AstreqTOP(mm2) 68.26 222.810.00AstreqMaxTOP(mm2) 222.81222.81222.81AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 226.19376.99--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -3.40 -3.40--Equi-SAGBM (kN-m) 1.34 0.000.00AstreqBOT(mm2) 7.94 0.000.00AstreqMaxBOT(mm2) 7.94 7.947.94AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 100.53100.53100.53
SF (kN) -5.90 -28.50--Torsion (kN-m) -3.40 -3.40--Equi-SF(kN) 29.55 52.15--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 26.99 37.08--Vus(kN) 26.99 47.38--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.03 < 4.09 OK
2 #12Top Bars
3 #8Sup. Bars
2 #8Bottom Bars
B8L = 5420
230x500
-5.46
-1.35-1.86
-5.46
44.85
-48.04
30.2144.66-27.44
-27.44
M (kN-m) 30.21 44.66-27.44Torsion (kN-m) -1.45 -1.45--Equi-HOGBM (kN-m) 32.92 47.370.00AstreqTOP(mm2) 203.22 298.090.00AstreqMaxTOP(mm2) 298.09 298.09298.09AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 251.33 370.71--
M(kN-m) 0.00 0.00-27.44Torsion (kN-m) -1.45 -1.45--Equi-SAGBM (kN-m) 0.00 0.00-30.15AstreqBOT(mm2) 0.00 0.00185.44AstreqMaxBOT(mm2) 185.44 185.44185.44AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 44.85 -48.04--Torsion (kN-m) -1.45 -1.45--Equi-SF(kN) 54.93 58.12--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 30.99 32.43--Vus(kN) 50.15 53.34--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 2.47 < 15.49 OK
2 #8Top Bars
3 #8Sup. Bars 2 #10Sup. Bars
2 #12Bottom Bars
B9L = 1370
230x500
-5.46
42.43
25.29
46.23
-0.15
-0.15
M (kN-m) 46.23 -0.150.00Torsion (kN-m) 5.32 5.32--Equi-HOGBM (kN-m) 56.17 9.780.00AstreqTOP(mm2) 357.8558.670.00AstreqMaxTOP(mm2) 357.85357.85357.85AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 574.91304.73--
M(kN-m) 0.00 -0.150.00Torsion (kN-m) 5.32 5.32--Equi-SAGBM (kN-m) 0.00 -10.090.00AstreqBOT(mm2) 0.00 60.530.00AstreqMaxBOT(mm2) 60.53 60.5360.53AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 42.43 25.29--Torsion (kN-m) 5.32 5.32--Equi-SF(kN) 79.44 62.30--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 58.63 50.90--Vus(kN) 74.65 57.52--Stirrup-Dia(mm) 8 88Spacing(mm) 284 300300
Deflection Check 2.00 < 3.91 OK
2 #12+1 #10Top Bars
2 #10Sup. Bars
2 #12Bottom Bars
B10L = 4050
230x500
-5.46
-1.35-1.86
28.41
-41.72
-5.83
21.13-29.13
-5.83 -29.13
M (kN-m) -5.83 21.13-29.13Torsion (kN-m) 1.58 1.58--Equi-HOGBM (kN-m) 0.00 24.080.00AstreqTOP(mm2) 0.00 146.970.00AstreqMaxTOP(mm2) 146.97 146.97146.97AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 201.06--
M(kN-m) -5.83 0.00-29.13Torsion (kN-m) 1.58 1.58--Equi-SAGBM (kN-m) -8.78 0.00-32.07AstreqBOT(mm2) 52.59 0.00197.78AstreqMaxBOT(mm2) 197.78 197.78197.78AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 28.41 -41.72--Torsion (kN-m) 1.58 1.58--Equi-SF(kN) 39.38 52.70--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 24.52 30.53--Vus(kN) 34.62 47.94--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 2.34 < 11.57 OK
2 #8Top Bars
2 #8Sup. Bars
2 #12Bottom Bars
B11L = 1430
230x500
-5.46
-1.35-1.86-1.35-1.86
11.46
-11.13
16.14 15.90
M (kN-m) 16.14 15.900.00Torsion (kN-m) 7.42 7.42--Equi-HOGBM (kN-m) 29.99 29.750.00AstreqTOP(mm2) 184.41182.900.00AstreqMaxTOP(mm2) 184.41184.41184.41AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 326.73226.19--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 7.42 7.42--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 12.43 12.4312.43AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 100.53100.53100.53
SF (kN) 11.46 -11.13--Torsion (kN-m) 7.42 7.42--Equi-SF(kN) 63.06 62.73--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 58.24 58.09--Vus(kN) 58.29 58.09--Stirrup-Dia(mm) 8 88Spacing(mm) 285 286300
Deflection Check 0.70 < 4.09 OK
2 #12Top Bars
2 #8Sup. Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
5/73
SoftTech Engineers Pvt. Ltd.
GridName :- 4
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B12L = 1430
230x500
-5.46
-1.35-3.88
-1.35-3.88
-0.83
-26.40
14.90
34.37
M (kN-m) 14.90 34.370.00Torsion (kN-m) -8.22 -8.22--Equi-HOGBM (kN-m) 30.24 49.710.00AstreqTOP(mm2) 186.02 313.850.00AstreqMaxTOP(mm2) 313.85 313.85313.85AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 383.27 609.47--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -8.22 -8.22--Equi-SAGBM (kN-m) 0.44 0.000.00AstreqBOT(mm2) 2.64 0.000.00AstreqMaxBOT(mm2) 2.64 2.642.64AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) -0.83 -26.40--Torsion (kN-m) -8.22 -8.22--Equi-SF(kN) 57.99 83.57--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 59.22 70.65--Vus(kN) 59.22 78.78--Stirrup-Dia(mm) 8 88Spacing(mm) 281 235276
Deflection Check 0.95 < 4.09 OK
2 #12+2 #10Top Bars
2 #12Sup. Bars
2 #8Bottom Bars
B13L = 5420
230x500
-5.46
-1.35-1.86
-5.46
56.41
-34.02
37.34
-10.54-54.52
-10.54-54.52
M (kN-m) 37.34 -10.54-54.52Torsion (kN-m) 5.58 -8.45--Equi-HOGBM (kN-m) 47.75 5.230.00AstreqTOP(mm2) 300.65 31.190.00AstreqMaxTOP(mm2) 300.65 300.65300.65AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 326.73 100.53--
M(kN-m) 0.00 -10.54-54.52Torsion (kN-m) 5.58 -8.45--Equi-SAGBM (kN-m) 0.00 -26.31-64.94AstreqBOT(mm2) 0.00 161.03419.05AstreqMaxBOT(mm2) 419.05 419.05419.05AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 452.39 452.39452.39
SF (kN) 56.41 -34.02--Torsion (kN-m) 5.58 -8.45--Equi-SF(kN) 95.21 92.77--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 66.85 78.02--Vus(kN) 90.44 87.99--Stirrup-Dia(mm) 8 88Spacing(mm) 249 213300
Deflection Check 3.40 < 15.49 OK
2 #8Top Bars
2 #12Sup. Bars
4 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
6/73
SoftTech Engineers Pvt. Ltd.
GridName :- 5
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B14L = 5420
230x500
-5.46-5.46
-1.35-1.86-3.11
-4.27
34.71
-115.92
-81.77
119.17-115.86
-81.77
-115.86
M (kN-m) -81.77 119.17-115.86Torsion (kN-m) -0.80 -0.80--Equi-HOGBM (kN-m) 0.00 120.650.00AstreqTOP(mm2) 0.00 857.670.00AstreqMaxTOP(mm2) 857.67 857.67857.67AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 304.73 870.22--
M(kN-m) -81.77 0.00-115.86Torsion (kN-m) -0.80 -0.80--Equi-SAGBM (kN-m) -83.26 0.00-117.35AstreqBOT(mm2) 552.83 0.00828.62AstreqMaxBOT(mm2) 828.62 828.62828.62AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 829.38 829.38829.38
SF (kN) 34.71 -115.92--Torsion (kN-m) -0.80 -0.80--Equi-SF(kN) 40.24 121.45--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 22.32 59.69--Vus(kN) 35.45 116.66--Stirrup-Dia(mm) 8 88Spacing(mm) 300 278300
Deflection Check 5.24 < 15.49 OK
2 #12+1 #10Top Bars
5 #12Sup. Bars
2 #20+1 #16Bottom Bars
B15L = 1430
230x500
-5.46
-1.35-3.88
-1.35-3.88
-1.35-3.88
-1.35-3.88
102.01
68.75
113.87
-8.22
-8.22
M (kN-m) 113.87-8.220.00Torsion (kN-m) -0.92-0.92--Equi-HOGBM (kN-m) 115.580.000.00AstreqTOP(mm2) 813.290.000.00AstreqMaxTOP(mm2) 813.29813.29813.29AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 1168.67603.19--
M(kN-m) 0.00-8.220.00Torsion (kN-m) -0.92-0.92--Equi-SAGBM (kN-m) 0.00-9.930.00AstreqBOT(mm2) 0.0059.610.00AstreqMaxBOT(mm2) 59.6159.6159.61AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 102.0168.75--Torsion (kN-m) -0.92-0.92--Equi-SF(kN) 108.3975.13--Vuc(kN) 4.804.80--Vuc-Tor(kN) 52.8337.83--Vus(kN) 103.5970.33--Stirrup-Dia(mm) 88 8Spacing(mm) 300300300
Deflection Check 0.24 < 4.09 OK
3 #16Top Bars
5 #12Sup. Bars
2 #12Bottom Bars
B16L = 3040
230x500
-5.46
-1.80-2.48-3.11-4.27
35.77
-55.37
3.0632.85-18.27
-18.27
M (kN-m) 3.0632.85-18.27Torsion (kN-m) 7.037.03--Equi-HOGBM (kN-m) 16.1945.980.00AstreqTOP(mm2) 97.88288.810.00AstreqMaxTOP(mm2) 288.81288.81288.81AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 226.19452.39--
M(kN-m) 0.000.00-18.27Torsion (kN-m) 7.037.03--Equi-SAGBM (kN-m) 10.060.00-31.40AstreqBOT(mm2) 60.380.00193.43AstreqMaxBOT(mm2) 193.43193.43193.43AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 35.77-55.37--Torsion (kN-m) 7.037.03--Equi-SF(kN) 84.68104.28--Vuc(kN) 4.784.78--Vuc-Tor(kN) 68.3277.16--Vus(kN) 79.9099.50--Stirrup-Dia(mm) 8 88Spacing(mm) 243215300
Deflection Check 0.24 < 8.69 OK
2 #12Top Bars
2 #12Sup. Bars
2 #12Bottom Bars
B17L = 3040
230x500
-5.46
-1.80-2.48-3.11-4.27
51.97
-39.17
29.209.76-15.71
-15.71
M (kN-m) 29.209.76-15.71Torsion (kN-m) -3.34-3.34--Equi-HOGBM (kN-m) 35.4315.990.00AstreqTOP(mm2) 219.4696.620.00AstreqMaxTOP(mm2) 219.46219.46219.46AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 326.73100.53--
M(kN-m) 0.000.00-15.71Torsion (kN-m) -3.34-3.34--Equi-SAGBM (kN-m) 0.000.00-21.94AstreqBOT(mm2) 0.000.00133.58AstreqMaxBOT(mm2) 133.58133.58133.58AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 51.97-39.17--Torsion (kN-m) -3.34-3.34--Equi-SF(kN) 75.1862.39--Vuc(kN) 4.774.77--Vuc-Tor(kN) 48.2142.44--Vus(kN) 70.4157.62--Stirrup-Dia(mm) 8 88Spacing(mm) 300300300
Deflection Check 0.20 < 8.69 OK
2 #8Top Bars
2 #12Sup. Bars
2 #12Bottom Bars
B18L = 1430
230x500
-5.46
-1.35-1.86-1.35-1.86-1.35-1.86-1.35-1.86
-20.47
-47.78
4.62
53.43
M (kN-m) 4.6253.430.00Torsion (kN-m) -2.38-2.38--Equi-HOGBM (kN-m) 9.0657.860.00AstreqTOP(mm2) 54.30369.540.00AstreqMaxTOP(mm2) 369.54369.54369.54AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 383.27618.89--
M(kN-m) 0.000.000.00Torsion (kN-m) -2.38-2.38--Equi-SAGBM (kN-m) 0.000.000.00AstreqBOT(mm2) 0.000.000.00AstreqMaxBOT(mm2) 0.000.000.00AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 100.53100.53100.53
SF (kN) -20.47-47.78--Torsion (kN-m) -2.38-2.38--Equi-SF(kN) 36.9964.30--Vuc(kN) 4.794.79--Vuc-Tor(kN) 26.1638.36--Vus(kN) 32.2159.52--Stirrup-Dia(mm) 88 8Spacing(mm) 300300300
Deflection Check 0.12 < 4.09 OK
2 #12+2 #10Top Bars
3 #10Sup. Bars
2 #8Bottom Bars
B19L = 5420
230x500
-5.46
-1.35-1.86-3.11-4.27
-5.46
75.49
-75.15
57.08 75.30-42.79
-42.79
M (kN-m) 57.08 75.30-42.79Torsion (kN-m) -1.34 -1.34--Equi-HOGBM (kN-m) 59.58 77.810.00AstreqTOP(mm2) 381.47 512.130.00AstreqMaxTOP(mm2) 512.13 512.13512.13AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 461.81 678.58--
M(kN-m) 0.00 0.00-42.79Torsion (kN-m) -1.34 -1.34--Equi-SAGBM (kN-m) 0.00 0.00-45.29AstreqBOT(mm2) 0.00 0.00284.24AstreqMaxBOT(mm2) 284.24 284.24284.24AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 304.73 304.73304.73
SF (kN) 75.49 -75.15--Torsion (kN-m) -1.34 -1.34--Equi-SF(kN) 84.81 84.48--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 44.01 43.86--Vus(kN) 80.02 79.68--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.75 < 15.49 OK
2 #12Top Bars
3 #10Sup. Bars 4 #12Sup. Bars
2 #12+1 #10Bottom Bars
B20L = 5420
230x500
-5.46-5.46-3.11
-4.27
-1.35-1.86
90.65
-73.65
98.2554.93-39.95
-39.95
M (kN-m) 98.25 54.93-39.95Torsion (kN-m) 0.58 2.32--Equi-HOGBM (kN-m) 99.33 59.260.00AstreqTOP(mm2) 677.86 379.210.00AstreqMaxTOP(mm2) 677.86 677.86677.86AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 678.58 452.39--
M(kN-m) 0.00 0.00-39.95Torsion (kN-m) 0.58 2.32--Equi-SAGBM (kN-m) 0.00 0.00-44.27AstreqBOT(mm2) 0.00 0.00277.43AstreqMaxBOT(mm2) 277.43 277.43277.43AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 304.73 304.73304.73
SF (kN) 90.65 -73.65--Torsion (kN-m) 0.58 2.32--Equi-SF(kN) 94.65 89.75--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 45.17 50.41--Vus(kN) 89.86 84.96--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.54 < 15.49 OK
2 #12Top Bars
4 #12Sup. Bars 2 #12Sup. Bars
2 #12+1 #10Bottom Bars
B21L = 1430
230x500
-5.46
-1.35-1.86-1.35-1.86-1.35-1.86-1.35-1.86
39.99
12.68
45.527.86
M (kN-m) 45.527.860.00Torsion (kN-m) 9.029.02--Equi-HOGBM (kN-m) 62.3624.710.00AstreqTOP(mm2) 400.93150.930.00AstreqMaxTOP(mm2) 400.93400.93400.93AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 609.47383.27--
M(kN-m) 0.000.000.00Torsion (kN-m) 9.029.02--Equi-SAGBM (kN-m) 0.008.990.00AstreqBOT(mm2) 0.0053.900.00AstreqMaxBOT(mm2) 53.9053.9053.90AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 100.53100.53100.53
SF (kN) 39.9912.68--Torsion (kN-m) 9.029.02--Equi-SF(kN) 102.7775.46--Vuc(kN) 4.794.79--Vuc-Tor(kN) 82.5070.30--Vus(kN) 97.9870.67--Stirrup-Dia(mm) 88 8Spacing(mm) 202237232
Deflection Check 0.11 < 4.09 OK
2 #12+2 #10Top Bars
2 #12Sup. Bars
2 #8Bottom Bars
B22L = 3040
230x500
-5.46
-1.80-2.48-3.11-4.27
38.75
-52.39
9.3230.04-15.64
-15.64
M (kN-m) 9.3230.04-15.64Torsion (kN-m) 4.564.56--Equi-HOGBM (kN-m) 17.8338.560.00AstreqTOP(mm2) 108.02239.780.00AstreqMaxTOP(mm2) 239.78239.78239.78AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 150.80376.99--
M(kN-m) 0.000.00-15.64Torsion (kN-m) 4.564.56--Equi-SAGBM (kN-m) 0.000.00-24.16AstreqBOT(mm2) 0.000.00147.49AstreqMaxBOT(mm2) 147.49147.49147.49AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 38.75-52.39--Torsion (kN-m) 4.564.56--Equi-SF(kN) 70.4984.12--Vuc(kN) 4.774.77--Vuc-Tor(kN) 51.3457.49--Vus(kN) 65.7279.35--Stirrup-Dia(mm) 8 88Spacing(mm) 300289300
Deflection Check 0.19 < 8.69 OK
3 #8Top Bars
2 #12Sup. Bars
2 #12Bottom Bars
B23L = 3040
230x500
-5.46
-1.80-2.48-3.11-4.27
54.13
-37.01
31.215.20-17.64
-17.64
M (kN-m) 31.215.20-17.64Torsion (kN-m) -5.79-5.79--Equi-HOGBM (kN-m) 42.0316.010.00AstreqTOP(mm2) 262.5796.790.00AstreqMaxTOP(mm2) 262.57262.57262.57AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 326.73100.53--
M(kN-m) 0.000.00-17.64Torsion (kN-m) -5.79-5.79--Equi-SAGBM (kN-m) 0.005.62-28.46AstreqBOT(mm2) 0.0033.53174.69AstreqMaxBOT(mm2) 174.69174.69174.69AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 54.13-37.01--Torsion (kN-m) -5.79-5.79--Equi-SF(kN) 94.4377.31--Vuc(kN) 4.774.77--Vuc-Tor(kN) 67.4159.69--Vus(kN) 89.6672.55--Stirrup-Dia(mm) 8 88Spacing(mm) 247278300
Deflection Check 0.23 < 8.69 OK
2 #8Top Bars
2 #12Sup. Bars
2 #12Bottom Bars
B24L = 1430
230x500
-5.46
-1.35-3.88
-1.35-3.88
-1.35-3.88
-1.35-3.88
-44.22
-77.48
-0.19
86.82
-0.19
M (kN-m) -0.1986.820.00Torsion (kN-m) -8.04-8.04--Equi-HOGBM (kN-m) 14.81101.820.00AstreqTOP(mm2) 89.37698.020.00AstreqMaxTOP(mm2) 698.02698.02698.02AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 804.251319.47--
M(kN-m) -0.190.000.00Torsion (kN-m) -8.04-8.04--Equi-SAGBM (kN-m) -15.190.000.00AstreqBOT(mm2) 91.740.000.00AstreqMaxBOT(mm2) 91.7491.7491.74AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) -44.22-77.48--Torsion (kN-m) -8.04-8.04--Equi-SF(kN) 100.11133.38--Vuc(kN) 4.804.80--Vuc-Tor(kN) 79.5894.59--Vus(kN) 95.31128.58--Stirrup-Dia(mm) 88 8Spacing(mm) 209176205
Deflection Check 0.19 < 4.09 OK
4 #16Top Bars
2 #16Sup. Bars
2 #12Bottom Bars
B25L = 5420
230x500
-5.46-3.11-4.27
-1.35-1.86
-5.46
102.22
-79.00
99.19
2.41-83.86
-83.86
M (kN-m) 99.19 2.41-83.86Torsion (kN-m) 4.95 -9.39--Equi-HOGBM (kN-m) 108.42 19.940.00AstreqTOP(mm2) 752.37 121.100.00AstreqMaxTOP(mm2) 752.37 752.37752.37AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 785.40 270.18--
M(kN-m) 0.00 0.00-83.86Torsion (kN-m) 4.95 -9.39--Equi-SAGBM (kN-m) 0.00 15.12-93.09AstreqBOT(mm2) 0.00 91.28628.41AstreqMaxBOT(mm2) 630.80 630.80630.80AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 716.28 716.28716.28
SF (kN) 102.22 -79.00--Torsion (kN-m) 4.95 -9.39--Equi-SF(kN) 136.62 144.32--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 84.63 108.25--Vus(kN) 131.83 139.52--Stirrup-Dia(mm) 8 88Spacing(mm) 196 154300
Deflection Check 3.95 < 15.49 OK
2 #10+1 #12Top Bars
2 #16Sup. Bars
3 #16+1 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
7/73
SoftTech Engineers Pvt. Ltd.
GridName :- 6
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B26L = 1430
230x500
-5.46
-1.35-3.88
-1.35-3.88
-1.76
-5.05
-1.76-5.05
39.06
4.87
47.86
16.45
M (kN-m) 47.86 16.450.00Torsion (kN-m) -8.87 -8.87--Equi-HOGBM (kN-m) 64.42 33.010.00AstreqTOP(mm2) 415.40 203.790.00AstreqMaxTOP(mm2) 415.40 415.40415.40AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 483.81 383.27--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -8.87 -8.87--Equi-SAGBM (kN-m) 0.00 0.110.00AstreqBOT(mm2) 0.00 0.650.00AstreqMaxBOT(mm2) 0.65 0.650.65AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 39.06 4.87--Torsion (kN-m) -8.87 -8.87--Equi-SF(kN) 100.76 66.57--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 80.98 65.70--Vus(kN) 95.98 65.70--Stirrup-Dia(mm) 8 88Spacing(mm) 205 253247
Deflection Check 1.01 < 4.09 OK
2 #12+2 #10Top Bars
2 #8Sup. Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
8/73
SoftTech Engineers Pvt. Ltd.
GridName :- 6
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B27L = 1430
230x500
-5.46
-1.35-1.86 -1.35-1.86-1.76-2.41 -1.76 -2.41
3.61
-24.27
10.74
25.51
M (kN-m) 10.74 25.510.00Torsion (kN-m) 0.05 0.05--Equi-HOGBM (kN-m) 10.84 25.600.00AstreqTOP(mm2) 65.10 156.590.00AstreqMaxTOP(mm2) 156.59 156.59156.59AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 226.19 226.19--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 0.05 0.05--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 0.00 0.000.00AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 3.61 -24.27--Torsion (kN-m) 0.05 0.05--Equi-SF(kN) 3.97 24.63--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 1.98 11.21--Vus(kN) 1.98 19.87--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 0.23 < 4.09 OK
2 #12Top Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
9/73
SoftTech Engineers Pvt. Ltd.
GridName :- 6
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B28L = 1430
230x500
-5.46
-1.35-1.86 -1.35-1.86-1.76-2.41 -1.76 -2.41
20.47
-7.41
14.154.81
M (kN-m) 14.15 4.810.00Torsion (kN-m) 9.55 9.55--Equi-HOGBM (kN-m) 31.98 22.650.00AstreqTOP(mm2) 197.20 138.010.00AstreqMaxTOP(mm2) 197.20 197.20197.20AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 226.19 226.19--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 9.55 9.55--Equi-SAGBM (kN-m) 3.69 13.030.00AstreqBOT(mm2) 21.99 78.440.00AstreqMaxBOT(mm2) 89.16 89.1689.16AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 20.47 -7.41--Torsion (kN-m) 9.55 9.55--Equi-SF(kN) 86.93 73.88--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 77.57 71.74--Vus(kN) 82.17 71.74--Stirrup-Dia(mm) 8 88Spacing(mm) 214 232243
Deflection Check 0.78 < 4.09 OK
2 #12Top Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
10/73
SoftTech Engineers Pvt. Ltd.
GridName :- 7
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B29L = 1430
230x500
-5.46
-1.35-3.88
-1.35-3.88
-1.76
-5.05
-1.76-5.05
4.33
-29.86
7.36
25.62
M (kN-m) 7.36 25.620.00Torsion (kN-m) -5.96 -5.96--Equi-HOGBM (kN-m) 18.48 36.740.00AstreqTOP(mm2) 112.05 227.950.00AstreqMaxTOP(mm2) 227.95 227.95227.95AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 235.62 235.62--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -5.96 -5.96--Equi-SAGBM (kN-m) 3.76 0.000.00AstreqBOT(mm2) 22.42 0.000.00AstreqMaxBOT(mm2) 25.95 25.9525.95AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 4.33 -29.86--Torsion (kN-m) -5.96 -5.96--Equi-SF(kN) 45.78 71.31--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 44.60 56.02--Vus(kN) 44.60 66.56--Stirrup-Dia(mm) 8 88Spacing(mm) 300 297300
Deflection Check 0.44 < 4.09 OK
3 #10Top Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
11/73
SoftTech Engineers Pvt. Ltd.
GridName :- 8
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B30L = 4050
230x825
-5.46-3.11-4.27-2.14
-6.17 -5.46-3.11 -4.27 -2.32
-3.20
-106.68
-258.39
-355.36
378.79-308.85
-355.36
-308.85
M (kN-m) -355.36 378.79-308.85Torsion (kN-m) -33.54 -33.54--Equi-HOGBM (kN-m) 0.00 469.280.00AstreqTOP(mm2) 177.13 2003.474.69AstreqMaxTOP(mm2) 2003.47 2003.472003.47AstMin(mm2) 373.10 373.10373.10AstProvTOP(mm2) 1570.80 2552.54--
M(kN-m) -355.36 0.00-308.85Torsion (kN-m) -33.54 -33.54--Equi-SAGBM (kN-m) -445.86 0.00-399.35AstreqBOT(mm2) 1917.98 263.991748.26AstreqMaxBOT(mm2) 1917.98 1917.981917.98AstMin(mm2) 373.10 373.10373.10AstProvBOT(mm2) 1963.50 1963.501963.50
SF (kN) -106.68 -258.39--Torsion (kN-m) -33.54 -33.54--Equi-SF(kN) 339.99 491.71--Vuc(kN) 8.14 8.14--Vuc-Tor(kN) 309.77 375.97--Vus(kN) 331.85 483.56--Stirrup-Dia(mm) 10 1010Spacing(mm) 139 115136
Deflection Check 33.10 > 11.57 FAIL
5 #20Top Bars
2 #25Sup. Bars
4 #25Bottom Bars
B31L = 4470
230x500
-5.46-1.76-5.05
-1.76-5.05
-2.32 -3.20-3.05-4.19
-5.37 -7.38-5.46-3.11 -4.27
-5.37 -7.38
185.23
3.53
332.57
-56.21-51.79
-56.21-51.79
M (kN-m) 332.57 -56.21-51.79Torsion (kN-m) -12.56 7.60--Equi-HOGBM (kN-m) 356.02 0.000.00AstreqTOP(mm2) 2416.89 0.000.00AstreqMaxTOP(mm2) 2416.89 2416.892416.89AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 2454.37 1472.62--
M(kN-m) 0.00 -56.21-51.79Torsion (kN-m) -12.56 7.60--Equi-SAGBM (kN-m) 0.00 -70.40-65.98AstreqBOT(mm2) 1418.02 458.07426.47AstreqMaxBOT(mm2) 1418.02 1418.021418.02AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 1472.62 1472.621472.62
SF (kN) 185.23 3.53--Torsion (kN-m) -12.56 7.60--Equi-SF(kN) 272.60 56.41--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 191.51 65.33--Vus(kN) 267.79 65.33--Stirrup-Dia(mm) 10 88Spacing(mm) 132 254300
Deflection Check 2.37 < 12.77 OK
3 #25Top Bars
2 #25Sup. Bars
3 #25Bottom Bars
B32L = 4470
230x500
-5.46-3.11-4.27
-5.37-7.38
-5.37-7.38
-5.46-1.76-2.41-1.76 -2.41
-5.37 -7.38-2.32 -3.20
17.83
-139.12
-51.01
208.45-56.18
-51.01-56.18
M (kN-m) -51.01 208.45-56.18Torsion (kN-m) -3.56 0.01--Equi-HOGBM (kN-m) 0.00 208.460.00AstreqTOP(mm2) 0.00 1475.220.00AstreqMaxTOP(mm2) 1475.22 1475.221475.22AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 716.28 1658.76--
M(kN-m) -51.01 0.00-56.18Torsion (kN-m) -3.56 0.01--Equi-SAGBM (kN-m) -57.65 0.00-62.82AstreqBOT(mm2) 368.09 456.51404.12AstreqMaxBOT(mm2) 456.51 456.51456.51AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 515.22 515.22515.22
SF (kN) 17.83 -139.12--Torsion (kN-m) -3.56 0.01--Equi-SF(kN) 42.58 139.16--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 35.50 63.43--Vus(kN) 37.78 134.36--Stirrup-Dia(mm) 8 88Spacing(mm) 300 262300
Deflection Check 2.49 < 12.77 OK
3 #16+1 #12Top Bars
3 #16Sup. Bars
2 #16+1 #12Bottom Bars
B33L = 4050
230x500
-5.46-3.11-4.27-3.20 -5.46-3.11 -4.27-2.14
-6.17
172.06
20.35
229.70
-154.81-143.26
-154.81-143.26
M (kN-m) 229.70 -154.81-143.26Torsion (kN-m) -0.28 -0.28--Equi-HOGBM (kN-m) 230.21 0.000.00AstreqTOP(mm2) 1614.03 110.2535.01AstreqMaxTOP(mm2) 1614.03 1614.031614.03AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1658.76 716.28--
M(kN-m) 0.00 -154.81-143.26Torsion (kN-m) -0.28 -0.28--Equi-SAGBM (kN-m) 0.00 -155.33-143.78AstreqBOT(mm2) 598.24 1136.111062.43AstreqMaxBOT(mm2) 1136.11 1136.111136.11AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 1168.67 1168.671168.67
SF (kN) 172.06 20.35--Torsion (kN-m) -0.28 -0.28--Equi-SF(kN) 173.98 22.27--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 81.37 11.57--Vus(kN) 169.18 17.47--Stirrup-Dia(mm) 8 88Spacing(mm) 176 300300
Deflection Check 16.18 > 11.57 FAIL
3 #16+1 #12Top Bars
3 #16Sup. Bars
3 #20+2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
12/73
SoftTech Engineers Pvt. Ltd.
GridName :- 9
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B34L = 3275
230x500
-5.46-2.14
-6.17-3.11-4.27
57.71
-60.31
7.93 12.18-38.26
-38.26
M (kN-m) 7.93 12.18-38.26Torsion (kN-m) 9.51 9.51--Equi-HOGBM (kN-m) 25.68 29.930.00AstreqTOP(mm2) 157.04 184.060.00AstreqMaxTOP(mm2) 184.06 184.06184.06AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 201.06 201.06--
M(kN-m) 0.00 0.00-38.26Torsion (kN-m) 9.51 9.51--Equi-SAGBM (kN-m) 9.82 5.57-56.01AstreqBOT(mm2) 58.93 33.24356.77AstreqMaxBOT(mm2) 356.77 356.77356.77AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 383.27 383.27383.27
SF (kN) 57.71 -60.31--Torsion (kN-m) 9.51 9.51--Equi-SF(kN) 123.85 126.44--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 96.59 97.77--Vus(kN) 119.07 121.67--Stirrup-Dia(mm) 8 88Spacing(mm) 172 170234
Deflection Check 1.45 < 9.36 OK
2 #8Top Bars
2 #8Sup. Bars 2 #8Sup. Bars
2 #12+2 #10Bottom Bars
B35L = 775
230x500
-5.46-3.11-4.27 -2.32
-3.20
-126.08
-147.56
1.49
107.12
M (kN-m) 1.49107.120.00Torsion (kN-m) -14.53-14.53--Equi-HOGBM (kN-m) 28.63134.250.00AstreqTOP(mm2) 175.78982.840.00AstreqMaxTOP(mm2) 982.84982.84982.84AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 1105.841275.49--
M(kN-m) 0.000.000.00Torsion (kN-m) -14.53-14.53--Equi-SAGBM (kN-m) 25.640.000.00AstreqBOT(mm2) 156.830.000.00AstreqMaxBOT(mm2) 156.83156.83156.83AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 157.08157.08157.08
SF (kN) -126.08-147.56--Torsion (kN-m) -14.53-14.53--Equi-SF(kN) 227.19248.67--Vuc(kN) 4.804.80--Vuc-Tor(kN) 162.57172.21--Vus(kN) 222.39243.87--Stirrup-Dia(mm) 1010 10Spacing(mm) 156147155
Deflection Check 0.05 < 2.21 OK
5 #16Top Bars
2 #8Sup. Bars 2 #10Sup. Bars
2 #10Bottom Bars
B36L = 1430
230x500
-5.46-1.76-2.41-1.76-2.41-2.32-3.20
-3.05-4.19-5.37 -7.38
100.20
55.18
107.38
-5.80
-5.80
M (kN-m) 107.38-5.800.00Torsion (kN-m) 7.907.90--Equi-HOGBM (kN-m) 122.148.960.00AstreqTOP(mm2) 870.9053.710.00AstreqMaxTOP(mm2) 870.90870.90870.90AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 986.46716.28--
M(kN-m) 0.00-5.800.00Torsion (kN-m) 7.907.90--Equi-SAGBM (kN-m) 0.00-20.550.00AstreqBOT(mm2) 0.00124.910.00AstreqMaxBOT(mm2) 124.91124.91124.91AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 100.2055.18--Torsion (kN-m) 7.907.90--Equi-SF(kN) 155.19110.17--Vuc(kN) 4.804.80--Vuc-Tor(kN) 103.8783.56--Vus(kN) 150.39105.37--Stirrup-Dia(mm) 8 88Spacing(mm) 160199194
Deflection Check 2.15 < 4.09 OK
3 #16+1 #12Top Bars
2 #10Sup. Bars
2 #12Bottom Bars
B37L = 3040
230x500
-5.46-3.11-4.27
-5.37-7.38
69.92
-42.77
6.53-18.93-50.45
-18.93-50.45
M (kN-m) 6.53 -18.93-50.45Torsion (kN-m) 1.74 1.74--Equi-HOGBM (kN-m) 9.79 0.000.00AstreqTOP(mm2) 58.71 0.000.00AstreqMaxTOP(mm2) 58.71 58.7158.71AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 100.53--
M(kN-m) 0.00 -18.93-50.45Torsion (kN-m) 1.74 1.74--Equi-SAGBM (kN-m) 0.00 -22.18-53.71AstreqBOT(mm2) 0.00 135.10341.00AstreqMaxBOT(mm2) 341.00 341.00341.00AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 383.27 383.27383.27
SF (kN) 69.92 -42.77--Torsion (kN-m) 1.74 1.74--Equi-SF(kN) 82.05 54.90--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 44.49 32.24--Vus(kN) 77.28 50.13--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 4.88 < 8.69 OK
2 #8Top Bars
2 #12+2 #10Bottom Bars
B38L = 3040
230x500
-5.46-3.11-4.27
-5.37-7.38
-5.37-7.38
34.60
-78.08
-20.17
30.11-41.62
-20.17 -41.62
M (kN-m) -20.17 30.11-41.62Torsion (kN-m) -3.53 -3.53--Equi-HOGBM (kN-m) 0.00 36.700.00AstreqTOP(mm2) 0.00 227.660.00AstreqMaxTOP(mm2) 227.66 227.66227.66AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 251.33--
M(kN-m) -20.17 0.00-41.62Torsion (kN-m) -3.53 -3.53--Equi-SAGBM (kN-m) -26.76 0.00-48.20AstreqBOT(mm2) 163.88 0.00303.71AstreqMaxBOT(mm2) 303.71 303.71303.71AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 304.73 304.73304.73
SF (kN) 34.60 -78.08--Torsion (kN-m) -3.53 -3.53--Equi-SF(kN) 59.15 102.63--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 41.80 61.42--Vus(kN) 54.38 97.86--Stirrup-Dia(mm) 8 88Spacing(mm) 300 271300
Deflection Check 4.83 < 8.69 OK
2 #8Top Bars
3 #8Sup. Bars
2 #12+1 #10Bottom Bars
B39L = 1430
230x500
-5.46-1.76-5.05
-1.76-5.05-5.37 -7.38
-2.32-3.20
-75.55
-123.91
18.17
162.86
M (kN-m) 18.17162.860.00Torsion (kN-m) -2.60-2.60--Equi-HOGBM (kN-m) 23.02167.710.00AstreqTOP(mm2) 140.341215.140.00AstreqMaxTOP(mm2) 1215.141215.141215.14AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 1432.571507.96--
M(kN-m) 0.000.000.00Torsion (kN-m) -2.60-2.60--Equi-SAGBM (kN-m) 0.000.000.00AstreqBOT(mm2) 0.00190.950.00AstreqMaxBOT(mm2) 190.95190.95190.95AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 226.19226.19226.19
SF (kN) -75.55-123.91--Torsion (kN-m) -2.60-2.60--Equi-SF(kN) 93.62141.97--Vuc(kN) 4.804.80--Vuc-Tor(kN) 53.3675.18--Vus(kN) 88.82137.17--Stirrup-Dia(mm) 8 88Spacing(mm) 300221299
Deflection Check 1.30 < 4.09 OK
3 #20+3 #12Top Bars
3 #8Sup. Bars 2 #12Sup. Bars
2 #12Bottom Bars
B40L = 775
230x675
-5.46-3.11-4.27-3.20
196.97
175.49
173.15
29.23
M (kN-m) 173.1529.230.00Torsion (kN-m) 29.7629.76--Equi-HOGBM (kN-m) 242.0498.120.00AstreqTOP(mm2) 1271.30452.020.00AstreqMaxTOP(mm2) 1271.301271.301271.30AstMin(mm2) 302.44302.44302.44AstProvTOP(mm2) 1394.871551.95--
M(kN-m) 0.000.000.00Torsion (kN-m) 29.7629.76--Equi-SAGBM (kN-m) 0.0039.660.00AstreqBOT(mm2) 0.00175.410.00AstreqMaxBOT(mm2) 175.41175.41175.41AstMin(mm2) 302.44302.44302.44AstProvBOT(mm2) 226.19226.19226.19
SF (kN) 196.97175.49--Torsion (kN-m) 29.7629.76--Equi-SF(kN) 404.02382.54--Vuc(kN) 6.606.60--Vuc-Tor(kN) 299.31289.94--Vus(kN) 397.42375.94--Stirrup-Dia(mm) 101010Spacing(mm) 116121120
Deflection Check 1.32 < 2.21 OK
3 #20+2 #12Top Bars
2 #12Sup. Bars 2 #12Sup. Bars
2 #12Bottom Bars
B41L = 3275
230x500
-5.46-3.11-4.27-2.14
-6.17
76.59
-41.43
23.01
-34.56-57.91
-34.56-57.91
M (kN-m) 23.01 -34.56-57.91Torsion (kN-m) -6.03 -6.03--Equi-HOGBM (kN-m) 34.27 0.000.00AstreqTOP(mm2) 211.91 0.000.00AstreqMaxTOP(mm2) 211.91 211.91211.91AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 483.81 100.53--
M(kN-m) 0.00 -34.56-57.91Torsion (kN-m) -6.03 -6.03--Equi-SAGBM (kN-m) 0.00 -45.82-69.18AstreqBOT(mm2) 0.00 287.76449.27AstreqMaxBOT(mm2) 449.27 449.27449.27AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 452.39 452.39452.39
SF (kN) 76.59 -41.43--Torsion (kN-m) -6.03 -6.03--Equi-SF(kN) 118.55 83.39--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 79.32 63.46--Vus(kN) 113.77 78.61--Stirrup-Dia(mm) 8 88Spacing(mm) 210 262300
Deflection Check 5.39 < 9.36 OK
2 #8Top Bars
2 #12Sup. Bars
4 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
13/73
SoftTech Engineers Pvt. Ltd.
GridName :- 10
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B42L = 4645
230x1225
-5.46 -5.46
-2.14
-6.17 -4.91-6.75
142.64
53.33
183.82 0.00
M (kN-m) 183.82 0.000.00Torsion (kN-m) 87.72 0.00--Equi-HOGBM (kN-m) 510.24 0.000.00AstreqTOP(mm2) 1316.82 0.000.00AstreqMaxTOP(mm2) 1316.82 1316.821316.82AstMin(mm2) 561.53 561.53561.53AstProvTOP(mm2) 1365.02 981.75--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 87.72 0.00--Equi-SAGBM (kN-m) 142.59 0.000.00AstreqBOT(mm2) 340.08 0.000.00AstreqMaxBOT(mm2) 659.57 659.57659.57AstMin(mm2) 561.53 561.53561.53AstProvBOT(mm2) 716.28 716.28716.28
SF (kN) 142.64 53.33--Torsion (kN-m) 87.72 0.00--Equi-SF(kN) 752.85 53.33--Vuc(kN) 12.21 12.21--Vuc-Tor(kN) 682.37 22.40--Vus(kN) 740.64 41.12--Stirrup-Dia(mm) 12 88Spacing(mm) 134 300300
Deflection Check 186.89 > 13.27 FAIL
2 #25Top Bars
2 #12Sup. Bars
3 #16+1 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
14/73
SoftTech Engineers Pvt. Ltd.
GridName :- 11
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B43L = 3275
230x500
-5.46
-2.14
-6.17 -4.91-6.75
-53.33
-163.78
-0.00
355.51
M (kN-m) -0.00 355.510.00Torsion (kN-m) -0.00 -0.00--Equi-HOGBM (kN-m) 0.00 355.510.00AstreqTOP(mm2) 0.00 2413.620.00AstreqMaxTOP(mm2) 2413.62 2413.622413.62AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1884.96 2450.44--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -0.00 -0.00--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 1414.690.00AstreqMaxBOT(mm2) 1414.69 1414.691414.69AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 1472.62 1472.621472.62
SF (kN) -53.33 -163.78--Torsion (kN-m) -0.00 -0.00--Equi-SF(kN) 53.33 163.78--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 24.84 76.29--Vus(kN) 48.52 158.97--Stirrup-Dia(mm) 8 88Spacing(mm) 300 218300
Deflection Check 87.95 > 9.36 FAIL
6 #20Top Bars
5 #12Sup. Bars
3 #25Bottom Bars
B44L = 1370
230x500
-5.46
-211.84
-228.97200.70
502.65
M (kN-m) 200.70 502.650.00Torsion (kN-m) 1.92 1.92--Equi-HOGBM (kN-m) 204.28 506.240.00AstreqTOP(mm2) 1448.56 3375.570.00AstreqMaxTOP(mm2) 3375.57 3375.573375.57AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 3959.98 4022.81--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 1.92 1.92--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 429.28 2396.910.00AstreqMaxBOT(mm2) 2396.91 2396.912396.91AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 2412.74 2412.742412.74
SF (kN) -211.84 -228.97--Torsion (kN-m) 1.92 1.92--Equi-SF(kN) 225.20 242.34--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 117.69 125.81--Vus(kN) 220.40 237.53--Stirrup-Dia(mm) 8 88Spacing(mm) 124 110122
Deflection Check 16.29 > 3.91 FAIL
3 #32+2 #25Top Bars
5 #12Sup. Bars 2 #16Sup. Bars
3 #32Bottom Bars
B45L = 1370
230x500
-5.46
269.61
252.48
458.77
101.13
M (kN-m) 458.77 101.130.00Torsion (kN-m) -3.12 -3.12--Equi-HOGBM (kN-m) 464.59 106.960.00AstreqTOP(mm2) 3109.78 740.180.00AstreqMaxTOP(mm2) 3109.78 3109.783109.78AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 3396.06 3151.02--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -3.12 -3.12--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 2125.51 0.000.00AstreqMaxBOT(mm2) 2125.51 2125.512125.51AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 2238.38 2238.382238.38
SF (kN) 269.61 252.48--Torsion (kN-m) -3.12 -3.12--Equi-SF(kN) 291.30 274.17--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 151.72 143.74--Vus(kN) 286.50 269.36--Stirrup-Dia(mm) 10 1010Spacing(mm) 130 142141
Deflection Check 2.88 < 3.91 OK
4 #25+4 #16Top Bars
2 #16Sup. Bars 2 #12Sup. Bars
2 #25+4 #20Bottom Bars
B46L = 3275
230x500
-5.46 -4.91-6.75
-2.14
-6.17
90.34
-20.11
96.22
-18.78-26.09
-18.78-26.09
M (kN-m) 96.22 -18.78-26.09Torsion (kN-m) 3.06 3.06--Equi-HOGBM (kN-m) 101.94 0.000.00AstreqTOP(mm2) 698.95 0.000.00AstreqMaxTOP(mm2) 698.95 698.95698.95AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 766.55 383.27--
M(kN-m) 0.00 -18.78-26.09Torsion (kN-m) 3.06 3.06--Equi-SAGBM (kN-m) 0.00 -24.49-31.81AstreqBOT(mm2) 0.00 149.59196.06AstreqMaxBOT(mm2) 196.06 196.06196.06AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 90.34 -20.11--Torsion (kN-m) 3.06 3.06--Equi-SF(kN) 111.63 41.40--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 63.47 31.78--Vus(kN) 106.83 36.60--Stirrup-Dia(mm) 8 88Spacing(mm) 262 300300
Deflection Check 2.76 < 9.36 OK
2 #12+2 #10Top Bars
2 #12Sup. Bars
2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
15/73
SoftTech Engineers Pvt. Ltd.
GridName :- 12
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B47L = 4645
230x500
-5.46
-2.14
-6.17 -4.91-6.75
-5.46
90.67
-118.72
-4.41 6.28-126.58
-4.41 -126.58
M (kN-m) -4.41 6.28-126.58Torsion (kN-m) -3.99 -3.81--Equi-HOGBM (kN-m) 3.03 13.400.00AstreqTOP(mm2) 18.02 80.720.00AstreqMaxTOP(mm2) 80.72 80.7280.72AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 100.53--
M(kN-m) -4.41 0.00-126.58Torsion (kN-m) -3.99 -3.81--Equi-SAGBM (kN-m) -11.86 0.83-134.02AstreqBOT(mm2) 71.30 4.94980.63AstreqMaxBOT(mm2) 980.63 980.63980.63AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 981.75 981.75981.75
SF (kN) 90.67 -118.72--Torsion (kN-m) -3.99 -3.81--Equi-SF(kN) 118.40 145.23--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 75.64 87.23--Vus(kN) 113.61 140.44--Stirrup-Dia(mm) 8 88Spacing(mm) 220 190300
Deflection Check 7.86 < 13.27 OK
2 #8Top Bars
2 #25Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
16/73
SoftTech Engineers Pvt. Ltd.
GridName :- 13
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B48L = 1195
230x500
-5.46 -3.58-4.93
-54.99
-77.56
-0.00
77.68
M (kN-m) -0.00 77.680.00Torsion (kN-m) -0.00 -0.00--Equi-HOGBM (kN-m) 0.00 77.680.00AstreqTOP(mm2) 0.00 511.180.00AstreqMaxTOP(mm2) 511.18 511.18511.18AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1168.671734.16--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -0.00 -0.00--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 0.00 0.000.00AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) -54.99 -77.56--Torsion (kN-m) -0.00 -0.00--Equi-SF(kN) 54.99 77.56--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 24.81 35.00--Vus(kN) 50.18 72.76--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 2.77 < 3.41 OK
3 #20+2 #12Top Bars
5 #12Sup. Bars
2 #12Bottom Bars
B49L = 4050
230x500
-5.46-3.58-4.93 -1.79-2.45 -5.37 -7.38-3.35 -4.60-5.46
-4.60 -3.35
97.21
-58.75133.77
25.98-19.77
-19.77
M (kN-m) 133.77 25.98-19.77Torsion (kN-m) -7.95 -19.90--Equi-HOGBM (kN-m) 148.62 63.140.00AstreqTOP(mm2) 1093.34 406.360.00AstreqMaxTOP(mm2) 1093.34 1093.341093.34AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1130.97 791.68--
M(kN-m) 0.00 0.00-19.77Torsion (kN-m) -7.95 -19.90--Equi-SAGBM (kN-m) 0.00 11.17-34.62AstreqBOT(mm2) 66.58 67.11214.22AstreqMaxBOT(mm2) 307.98 307.98307.98AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 383.27 383.27383.27
SF (kN) 97.21 -58.75--Torsion (kN-m) -7.95 -19.90--Equi-SF(kN) 152.55 197.18--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 102.90 174.19--Vus(kN) 147.75 192.38--Stirrup-Dia(mm) 10 1010Spacing(mm) 246 144300
Deflection Check 0.67 < 11.57 OK
5 #12Top Bars
5 #12Sup. Bars 2 #12Sup. Bars
2 #12+2 #10Bottom Bars
B50L = 2740
230x500
-5.46 -3.93-5.40-3.35
-9.62
-0.29-0.84 -5.46-3.93 -5.40-1.44-1.98
-5.37 -7.38
61.32
-68.42
24.43 37.43-26.68
-26.68
M (kN-m) 24.43 37.43-26.68Torsion (kN-m) 16.86 0.05--Equi-HOGBM (kN-m) 55.91 37.530.00AstreqTOP(mm2) 356.10 233.060.00AstreqMaxTOP(mm2) 356.10 356.10356.10AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 452.39 326.73--
M(kN-m) 0.00 0.00-26.68Torsion (kN-m) 16.86 0.05--Equi-SAGBM (kN-m) 7.05 0.00-26.78AstreqBOT(mm2) 42.13 0.00164.00AstreqMaxBOT(mm2) 347.24 347.24347.24AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 383.27 383.27383.27
SF (kN) 61.32 -68.42--Torsion (kN-m) 16.86 0.05--Equi-SF(kN) 178.61 68.78--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 152.79 31.26--Vus(kN) 173.82 64.00--Stirrup-Dia(mm) 8 88Spacing(mm) 109 300300
Deflection Check 0.28 < 7.83 OK
2 #12Top Bars
2 #12Sup. Bars 2 #8Sup. Bars
2 #12+2 #10Bottom Bars
B51L = 2505
230x500
-5.46-5.37-7.38
44.95
-17.18
37.36
13.80
M (kN-m) 37.36 13.800.00Torsion (kN-m) -5.52 -5.52--Equi-HOGBM (kN-m) 47.66 24.100.00AstreqTOP(mm2) 300.08 147.130.00AstreqMaxTOP(mm2) 300.08 300.08300.08AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 326.73 226.19--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -5.52 -5.52--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 33.73 33.7333.73AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 44.95 -17.18--Torsion (kN-m) -5.52 -5.52--Equi-SF(kN) 83.35 55.58--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 59.62 47.21--Vus(kN) 78.59 50.81--Stirrup-Dia(mm) 8 88Spacing(mm) 279 300300
Deflection Check 0.89 < 7.16 OK
2 #12Top Bars
2 #8Sup. Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
17/73
SoftTech Engineers Pvt. Ltd.
GridName :- 13
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B52L = 2505
230x500
-5.46 -5.37-7.38
-5.37-7.38
3.87
-58.26
-8.29 48.60-8.84
-8.29-8.84
M (kN-m) -8.29 48.60-8.84Torsion (kN-m) 5.84 5.84--Equi-HOGBM (kN-m) 2.61 59.502.06AstreqTOP(mm2) 15.50 380.9412.23AstreqMaxTOP(mm2) 380.94 380.94380.94AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 304.73 405.27--
M(kN-m) -8.29 0.00-8.84Torsion (kN-m) 5.84 5.84--Equi-SAGBM (kN-m) -19.19 0.00-19.74AstreqBOT(mm2) 116.46 0.00119.87AstreqMaxBOT(mm2) 119.87 119.87119.87AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 3.87 -58.26--Torsion (kN-m) 5.84 5.84--Equi-SF(kN) 44.48 98.87--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 45.07 69.61--Vus(kN) 45.07 94.10--Stirrup-Dia(mm) 8 88Spacing(mm) 300 239300
Deflection Check 1.06 < 7.16 OK
2 #12+1 #10Top Bars
2 #8Sup. Bars
2 #12Bottom Bars
B53L = 2740
230x500
-5.46 -5.37-7.38
-3.93 -5.40-5.46 -3.64
-10.46
-3.35-9.62
78.92
-54.08
48.42 10.94-30.08
-30.08
M (kN-m) 48.42 10.94-30.08Torsion (kN-m) -1.03 -25.71--Equi-HOGBM (kN-m) 50.34 58.950.00AstreqTOP(mm2) 318.10 377.080.00AstreqMaxTOP(mm2) 377.08 377.08377.08AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 405.27 455.53--
M(kN-m) 0.00 0.00-30.08Torsion (kN-m) -1.03 -25.71--Equi-SAGBM (kN-m) 0.00 37.06-32.00AstreqBOT(mm2) 0.00 230.01197.28AstreqMaxBOT(mm2) 503.97 503.97503.97AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 515.22 515.22515.22
SF (kN) 78.92 -54.08--Torsion (kN-m) -1.03 -25.71--Equi-SF(kN) 86.07 232.94--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 43.86 222.52--Vus(kN) 81.28 228.16--Stirrup-Dia(mm) 8 108Spacing(mm) 300 113300
Deflection Check 0.33 < 7.83 OK
2 #12+1 #10Top Bars
2 #8Sup. Bars 3 #8Sup. Bars
2 #16+1 #12Bottom Bars
B54L = 4050
230x500
-5.46
-9.62
-3.35-5.46-3.35-4.60 -2.02-5.37 -7.38-3.58 -4.93
45.08
-114.56
10.61
184.60-18.12
-18.12
M (kN-m) 10.61 184.60-18.12Torsion (kN-m) 28.69 3.79--Equi-HOGBM (kN-m) 64.18 191.690.00AstreqTOP(mm2) 413.69 1368.150.00AstreqMaxTOP(mm2) 1368.15 1368.151368.15AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 955.04 1369.73--
M(kN-m) 0.00 0.00-18.12Torsion (kN-m) 28.69 3.79--Equi-SAGBM (kN-m) 42.97 0.00-25.20AstreqBOT(mm2) 268.79 347.18154.03AstreqMaxBOT(mm2) 452.08 452.08452.08AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 515.22 515.22515.22
SF (kN) 45.08 -114.56--Torsion (kN-m) 28.69 3.79--Equi-SF(kN) 244.70 140.95--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 241.37 81.39--Vus(kN) 241.37 136.15--Stirrup-Dia(mm) 10 88Spacing(mm) 104 204300
Deflection Check 1.32 < 11.57 OK
4 #16Top Bars
3 #8Sup. Bars 5 #12Sup. Bars
2 #16+1 #12Bottom Bars
B55L = 1195
230x500
-5.46-4.93
176.61
154.03
175.99
-20.05-1.55
-20.05-1.55
M (kN-m) 175.99-20.05-1.55Torsion (kN-m) -8.31 -8.31--Equi-HOGBM (kN-m) 191.500.0013.96AstreqTOP(mm2) 1366.980.0084.19AstreqMaxTOP(mm2) 1366.981366.981366.98AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 1734.161168.67--
M(kN-m) 0.00 -20.05-1.55Torsion (kN-m) -8.31 -8.31--Equi-SAGBM (kN-m) 0.00 -35.56-17.06AstreqBOT(mm2) 345.99220.27103.24AstreqMaxBOT(mm2) 345.99345.99345.99AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 383.27383.27383.27
SF (kN) 176.61154.03--Torsion (kN-m) -8.31 -8.31--Equi-SF(kN) 234.41211.83--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 141.35131.16--Vus(kN) 229.60207.03--Stirrup-Dia(mm) 8 88Spacing(mm) 109 119117
Deflection Check 4.92 > 3.41 FAIL
3 #20+2 #12Top Bars
5 #12Sup. Bars
2 #12+2 #10Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
18/73
SoftTech Engineers Pvt. Ltd.
GridName :- 14
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B56L = 5840
230x500
-5.46 -5.46 -4.91-6.75-4.91 -5.46
63.87
-171.90
-263.00
111.74-329.05
-263.00
-329.05
M (kN-m) -263.00 111.74-329.05Torsion (kN-m) 0.51 0.51--Equi-HOGBM (kN-m) 0.00 112.690.00AstreqTOP(mm2) 818.16 788.471248.51AstreqMaxTOP(mm2) 1248.51 1248.511248.51AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1256.64 1256.64--
M(kN-m) -263.00 0.00-329.05Torsion (kN-m) 0.51 0.51--Equi-SAGBM (kN-m) -263.96 0.00-330.00AstreqBOT(mm2) 1829.41 0.002250.88AstreqMaxBOT(mm2) 2250.88 2250.882250.88AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 2365.62 2365.622365.62
SF (kN) 63.87 -171.90--Torsion (kN-m) 0.51 0.51--Equi-SF(kN) 67.44 175.46--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 34.05 84.37--Vus(kN) 62.63 170.66--Stirrup-Dia(mm) 8 88Spacing(mm) 300 191300
Deflection Check 19.90 > 16.69 FAIL
4 #16+4 #12Top Bars
4 #25+2 #16Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
19/73
SoftTech Engineers Pvt. Ltd.
GridName :- 14
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B57L = 4645
230x500
-5.46 -4.91-6.75-4.91 -5.46
80.31
-110.27
27.59
64.84-82.72
-82.72
M (kN-m) 27.59 64.84-82.72Torsion (kN-m) -0.21 -0.21--Equi-HOGBM (kN-m) 27.97 65.220.00AstreqTOP(mm2) 171.57 421.060.00AstreqMaxTOP(mm2) 421.06 421.06421.06AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 251.33 867.08--
M(kN-m) 0.00 0.00-82.72Torsion (kN-m) -0.21 -0.21--Equi-SAGBM (kN-m) 0.00 0.00-83.10AstreqBOT(mm2) 0.00 0.00551.66AstreqMaxBOT(mm2) 551.66 551.66551.66AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 565.49 565.49565.49
SF (kN) 80.31 -110.27--Torsion (kN-m) -0.21 -0.21--Equi-SF(kN) 81.74 111.70--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 37.76 51.28--Vus(kN) 76.94 106.91--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 3.23 < 13.27 OK
3 #8Top Bars
2 #8Sup. Bars 3 #16Sup. Bars
5 #12Bottom Bars
B58L = 1370
230x500
-5.46
59.86
42.73
110.74
40.46
M (kN-m) 110.74 40.460.00Torsion (kN-m) -2.39 -2.39--Equi-HOGBM (kN-m) 115.20 44.920.00AstreqTOP(mm2) 809.93 281.750.00AstreqMaxTOP(mm2) 809.93 809.93809.93AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1432.57 942.48--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -2.39 -2.39--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 0.00 0.000.00AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 59.86 42.73--Torsion (kN-m) -2.39 -2.39--Equi-SF(kN) 76.48 59.35--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 43.86 36.20--Vus(kN) 71.68 54.54--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 0.68 < 3.91 OK
3 #16+1 #12Top Bars
3 #16Sup. Bars 2 #12Sup. Bars
2 #8Bottom Bars
B59L = 3275
230x500
-5.46 -4.91-6.75-4.91
60.84
-37.44
39.60
1.28-29.03
-29.03
M (kN-m) 39.60 1.28-29.03Torsion (kN-m) 0.74 0.74--Equi-HOGBM (kN-m) 40.97 2.650.00AstreqTOP(mm2) 255.64 15.790.00AstreqMaxTOP(mm2) 255.64 255.64255.64AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 326.73 100.53--
M(kN-m) 0.00 0.00-29.03Torsion (kN-m) 0.74 0.74--Equi-SAGBM (kN-m) 0.00 0.10-30.40AstreqBOT(mm2) 0.00 0.61187.08AstreqMaxBOT(mm2) 187.08 187.08187.08AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 60.84 -37.44--Torsion (kN-m) 0.74 0.74--Equi-SF(kN) 65.97 42.57--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 32.93 22.37--Vus(kN) 61.21 37.80--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 0.61 < 9.36 OK
2 #8Top Bars
2 #12Sup. Bars
2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
20/73
SoftTech Engineers Pvt. Ltd.
GridName :- 14
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B60L = 1195
230x500
-5.46
38.69
23.75
17.11 -20.20-17.27
-20.20-17.27
M (kN-m) 17.11 -20.20-17.27Torsion (kN-m) -0.17 -0.17--Equi-HOGBM (kN-m) 17.42 0.000.00AstreqTOP(mm2) 105.49 0.000.00AstreqMaxTOP(mm2) 105.49 105.49105.49AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 201.06--
M(kN-m) 0.00 -20.20-17.27Torsion (kN-m) -0.17 -0.17--Equi-SAGBM (kN-m) 0.00 -20.52-17.59AstreqBOT(mm2) 0.00 124.69106.52AstreqMaxBOT(mm2) 124.69 124.69124.69AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 38.69 23.75--Torsion (kN-m) -0.17 -0.17--Equi-SF(kN) 39.87 24.93--Vuc(kN) 4.76 4.76--Vuc-Tor(kN) 18.71 11.97--Vus(kN) 35.11 20.17--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 5.10 > 3.41 FAIL
2 #8Top Bars
2 #8Sup. Bars
2 #12Bottom Bars
B61L = 4645
230x500
-5.46 -4.91-6.75-4.91 -5.46
77.97
-113.16
-38.585.68-143.45
-38.58 -143.45
M (kN-m) -38.58 5.68-143.45Torsion (kN-m) -0.17 0.62--Equi-HOGBM (kN-m) 0.00 6.850.00AstreqTOP(mm2) 0.00 40.9534.95AstreqMaxTOP(mm2) 40.95 40.9540.95AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 201.06 100.53--
M(kN-m) -38.58 0.00-143.45Torsion (kN-m) -0.17 0.62--Equi-SAGBM (kN-m) -38.90 0.00-143.77AstreqBOT(mm2) 242.04 0.001062.37AstreqMaxBOT(mm2) 1062.37 1062.371062.37AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 1168.67 1168.671168.67
SF (kN) 77.97 -113.16--Torsion (kN-m) -0.17 0.62--Equi-SF(kN) 79.16 117.51--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 37.24 57.06--Vus(kN) 74.36 112.71--Stirrup-Dia(mm) 8 88Spacing(mm) 300 291300
Deflection Check 9.06 < 13.27 OK
2 #8Top Bars
2 #8Sup. Bars
3 #20+2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
21/73
SoftTech Engineers Pvt. Ltd.
GridName :- 15
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B62L = 1195
230x500
-5.46 -3.58-4.93
-54.99
-77.56
0.00
77.68
M (kN-m) 0.00 77.680.00Torsion (kN-m) 0.00 0.00--Equi-HOGBM (kN-m) 0.00 77.680.00AstreqTOP(mm2) 0.00 511.180.00AstreqMaxTOP(mm2) 511.18 511.18511.18AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1168.671734.16--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 0.00 0.00--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 0.00 0.000.00AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) -54.99 -77.56--Torsion (kN-m) 0.00 0.00--Equi-SF(kN) 54.99 77.56--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 24.57 34.66--Vus(kN) 50.18 72.76--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 2.82 < 3.41 OK
3 #20+2 #12Top Bars
5 #12Sup. Bars
2 #8Bottom Bars
B63L = 4050
230x500
-5.46-3.58-4.93 -1.79-2.45 -5.37 -7.38-3.35 -4.60-5.46
-4.60 -3.35
95.87
-50.60133.32
20.81-16.41
-16.41
M (kN-m) 133.32 20.81-16.41Torsion (kN-m) 7.25 6.76--Equi-HOGBM (kN-m) 146.86 33.440.00AstreqTOP(mm2) 1082.08 206.550.00AstreqMaxTOP(mm2) 1082.08 1082.081082.08AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1130.97 666.02--
M(kN-m) 0.00 0.00-16.41Torsion (kN-m) 7.25 6.76--Equi-SAGBM (kN-m) 0.00 0.00-29.95AstreqBOT(mm2) 55.08 0.00184.15AstreqMaxBOT(mm2) 184.15 184.15184.15AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 95.87 -50.60--Torsion (kN-m) 7.25 6.76--Equi-SF(kN) 146.31 97.65--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 97.07 73.02--Vus(kN) 141.51 92.85--Stirrup-Dia(mm) 8 88Spacing(mm) 171 228285
Deflection Check 0.72 < 11.57 OK
5 #12Top Bars
5 #12Sup. Bars 2 #8Sup. Bars
2 #12Bottom Bars
B64L = 2740
230x500
-5.46 -3.93-5.40-3.35
-9.62
-0.29-0.84 -5.46-3.93 -5.40-1.44-1.98
-5.37 -7.38
55.30
-66.23
19.0636.71-24.39
-24.39
M (kN-m) 19.06 36.71-24.39Torsion (kN-m) -5.17 0.89--Equi-HOGBM (kN-m) 28.70 38.380.00AstreqTOP(mm2) 176.22 238.620.00AstreqMaxTOP(mm2) 238.62 238.62238.62AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 251.33 301.59--
M(kN-m) 0.00 0.00-24.39Torsion (kN-m) -5.17 0.89--Equi-SAGBM (kN-m) 0.00 0.00-26.06AstreqBOT(mm2) 0.00 0.00159.46AstreqMaxBOT(mm2) 194.53 194.53194.53AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 55.30 -66.23--Torsion (kN-m) -5.17 0.89--Equi-SF(kN) 91.23 72.43--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 63.28 36.50--Vus(kN) 86.46 67.66--Stirrup-Dia(mm) 8 88Spacing(mm) 263 300300
Deflection Check 0.27 < 7.83 OK
3 #8Top Bars
2 #8Sup. Bars 3 #8Sup. Bars
2 #12Bottom Bars
B65L = 2505
230x500
-5.46-5.37-7.38
44.73
-17.40
36.79
13.79
M (kN-m) 36.79 13.790.00Torsion (kN-m) 5.61 5.61--Equi-HOGBM (kN-m) 47.26 24.260.00AstreqTOP(mm2) 297.38 148.150.00AstreqMaxTOP(mm2) 297.38 297.38297.38AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 376.99 226.19--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 5.61 5.61--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 36.14 36.1436.14AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 100.53 100.53100.53
SF (kN) 44.73 -17.40--Torsion (kN-m) 5.61 5.61--Equi-SF(kN) 83.76 56.43--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 60.17 47.96--Vus(kN) 78.98 51.66--Stirrup-Dia(mm) 8 88Spacing(mm) 276 300300
Deflection Check 0.90 < 7.16 OK
2 #12Top Bars
3 #8Sup. Bars
2 #8Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
22/73
SoftTech Engineers Pvt. Ltd.
GridName :- 16
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B66L = 2505
230x500
-5.46 -5.37-7.38
-5.37-7.38
6.45
-55.68
-7.80 42.63-9.24
-7.80 -9.24
M (kN-m) -7.80 42.63-9.24Torsion (kN-m) -4.84 -4.84--Equi-HOGBM (kN-m) 1.24 51.680.00AstreqTOP(mm2) 7.38 327.170.00AstreqMaxTOP(mm2) 327.17 327.17327.17AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 270.18 505.80--
M(kN-m) -7.80 0.00-9.24Torsion (kN-m) -4.84 -4.84--Equi-SAGBM (kN-m) -16.85 0.00-18.29AstreqBOT(mm2) 101.93 0.00110.82AstreqMaxBOT(mm2) 110.82 110.82110.82AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 6.45 -55.68--Torsion (kN-m) -4.84 -4.84--Equi-SF(kN) 40.15 89.38--Vuc(kN) 4.78 4.78--Vuc-Tor(kN) 38.86 61.08--Vus(kN) 38.86 84.60--Stirrup-Dia(mm) 8 88Spacing(mm) 300 272300
Deflection Check 0.75 < 7.16 OK
2 #10+1 #12Top Bars
3 #10Sup. Bars
2 #12Bottom Bars
B67L = 2740
230x500
-5.46 -5.37-7.38
-3.93 -5.40-5.46 -3.64
-10.46
-3.35-9.62
72.72
-45.54
42.81 3.05-27.23
-27.23
M (kN-m) 42.81 3.05-27.23Torsion (kN-m) -0.44 4.93--Equi-HOGBM (kN-m) 43.63 12.260.00AstreqTOP(mm2) 273.18 73.760.00AstreqMaxTOP(mm2) 273.18 273.18273.18AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 336.15 100.53--
M(kN-m) 0.00 0.00-27.23Torsion (kN-m) -0.44 4.93--Equi-SAGBM (kN-m) 0.00 6.16-36.44AstreqBOT(mm2) 0.00 36.82226.00AstreqMaxBOT(mm2) 226.00 226.00226.00AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 235.62 235.62235.62
SF (kN) 72.72 -45.54--Torsion (kN-m) -0.44 4.93--Equi-SF(kN) 75.77 79.86--Vuc(kN) 4.77 4.77--Vuc-Tor(kN) 35.85 56.41--Vus(kN) 71.01 75.09--Stirrup-Dia(mm) 8 88Spacing(mm) 300 295300
Deflection Check 0.32 < 7.83 OK
2 #8Top Bars
3 #10Sup. Bars
3 #10Bottom Bars
B68L = 4050
230x500
-5.46 -3.35-4.60-5.46-3.35-4.60 -2.02-5.37 -7.38-3.58 -4.93
32.03
-110.76
3.33
180.19-12.70
-12.70
M (kN-m) 3.33 180.19-12.70Torsion (kN-m) -5.42 -2.59--Equi-HOGBM (kN-m) 13.45 185.040.00AstreqTOP(mm2) 81.07 1325.730.00AstreqMaxTOP(mm2) 1325.73 1325.731325.73AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 741.42 1344.60--
M(kN-m) 0.00 0.00-12.70Torsion (kN-m) -5.42 -2.59--Equi-SAGBM (kN-m) 6.79 0.00-22.82AstreqBOT(mm2) 40.57 303.87139.06AstreqMaxBOT(mm2) 303.87 303.87303.87AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 304.73 304.73304.73
SF (kN) 32.03 -110.76--Torsion (kN-m) -5.42 -2.59--Equi-SF(kN) 69.74 128.81--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 54.68 69.23--Vus(kN) 64.94 124.01--Stirrup-Dia(mm) 8 88Spacing(mm) 300 240300
Deflection Check 1.38 < 11.57 OK
2 #20+1 #12Top Bars
3 #16Sup. Bars
2 #12+1 #10Bottom Bars
B69L = 1195
230x500
-5.46-4.93
173.49
150.91
171.70
-20.61-2.48
-20.61-2.48
M (kN-m) 171.70-20.61-2.48Torsion (kN-m) 8.30 8.30--Equi-HOGBM (kN-m) 187.190.0013.01AstreqTOP(mm2) 1339.460.0078.34AstreqMaxTOP(mm2) 1339.461339.461339.46AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 1771.861168.67--
M(kN-m) 0.00 -20.61-2.48Torsion (kN-m) 8.30 8.30--Equi-SAGBM (kN-m) 0.00 -36.09-17.97AstreqBOT(mm2) 317.88223.74108.86AstreqMaxBOT(mm2) 317.88317.88317.88AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 383.27383.27383.27
SF (kN) 173.49150.91--Torsion (kN-m) 8.30 8.30--Equi-SF(kN) 231.20208.62--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 139.84129.66--Vus(kN) 226.39203.82--Stirrup-Dia(mm) 8 88Spacing(mm) 112 121119
Deflection Check 4.89 > 3.41 FAIL
3 #20+2 #12Top Bars
3 #16Sup. Bars
2 #12+2 #10Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
23/73
SoftTech Engineers Pvt. Ltd.
GridName :- 17
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B70L = 4645
230x500
-5.46 -5.46 -4.91-6.75
-2.14
-6.17
227.43
53.33
655.35
0.00
M (kN-m) 655.35 0.000.00Torsion (kN-m) 0.00 0.00--Equi-HOGBM (kN-m) 655.35 0.000.00AstreqTOP(mm2) 4327.19 0.000.00AstreqMaxTOP(mm2) 4327.19 4327.194327.19AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 4339.33 3082.69--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 0.00 0.00--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 3368.58 0.000.00AstreqMaxBOT(mm2) 3368.58 3368.583368.58AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 3394.49 3394.493394.49
SF (kN) 227.43 53.33--Torsion (kN-m) 0.00 0.00--Equi-SF(kN) 227.43 53.33--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 107.83 25.28--Vus(kN) 222.63 48.52--Stirrup-Dia(mm) 8 88Spacing(mm) 122 300300
Deflection Check 371.85 > 13.27 FAIL
5 #25+2 #20Top Bars
4 #16Sup. Bars
3 #32+2 #25Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
24/73
SoftTech Engineers Pvt. Ltd.
GridName :- 17
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B71L = 3275
230x500
-5.46 -4.91-6.75
-2.14
-6.17
-53.33
-163.78
-0.00
355.51
M (kN-m) -0.00 355.510.00Torsion (kN-m) -0.00 -0.00--Equi-HOGBM (kN-m) 0.00 355.510.00AstreqTOP(mm2) 0.00 2413.620.00AstreqMaxTOP(mm2) 2413.62 2413.622413.62AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1884.96 2450.44--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -0.00 -0.00--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 1414.690.00AstreqMaxBOT(mm2) 1414.69 1414.691414.69AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 1472.62 1472.621472.62
SF (kN) -53.33 -163.78--Torsion (kN-m) -0.00 -0.00--Equi-SF(kN) 53.33 163.78--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 24.84 76.29--Vus(kN) 48.52 158.97--Stirrup-Dia(mm) 8 88Spacing(mm) 300 218300
Deflection Check 112.10 > 9.36 FAIL
6 #20Top Bars
5 #12Sup. Bars
3 #25Bottom Bars
B72L = 1370
230x500
-5.46
-210.30
-227.43355.51
655.36
M (kN-m) 355.51 655.360.00Torsion (kN-m) -0.00 -0.00--Equi-HOGBM (kN-m) 355.51 655.360.00AstreqTOP(mm2) 2413.63 4327.200.00AstreqMaxTOP(mm2) 4327.20 4327.204327.20AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 4983.35 6302.82--
M(kN-m) 0.00 0.000.00Torsion (kN-m) -0.00 -0.00--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 1414.69 3368.600.00AstreqMaxBOT(mm2) 3368.60 3368.603368.60AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 3394.49 3394.493394.49
SF (kN) -210.30 -227.43--Torsion (kN-m) -0.00 -0.00--Equi-SF(kN) 210.30 227.44--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 99.71 107.83--Vus(kN) 205.49 222.63--Stirrup-Dia(mm) 8 88Spacing(mm) 139 122137
Deflection Check 21.51 > 3.91 FAIL
9 #25Top Bars
5 #12Sup. Bars 6 #20Sup. Bars
3 #32+2 #25Bottom Bars
B73L = 1370
230x650
-5.46
340.57
323.43
569.49
114.65
M (kN-m) 569.49 114.650.00Torsion (kN-m) 5.53 5.53--Equi-HOGBM (kN-m) 581.92 127.080.00AstreqTOP(mm2) 2972.42 628.180.00AstreqMaxTOP(mm2) 2972.42 2972.422972.42AstMin(mm2) 290.66 290.66290.66AstProvTOP(mm2) 4475.20 3105.46--
M(kN-m) 0.00 0.000.00Torsion (kN-m) 5.53 5.53--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 1643.02 0.000.00AstreqMaxBOT(mm2) 1643.02 1643.021643.02AstMin(mm2) 290.66 290.66290.66AstProvBOT(mm2) 1658.76 1658.761658.76
SF (kN) 340.57 323.43--Torsion (kN-m) 5.53 5.53--Equi-SF(kN) 379.00 361.87--Vuc(kN) 6.35 6.35--Vuc-Tor(kN) 193.75 186.15--Vus(kN) 372.65 355.52--Stirrup-Dia(mm) 10 1010Spacing(mm) 133 141140
Deflection Check 3.89 < 3.91 OK
2 #32+2 #25Top Bars
6 #20Sup. Bars 2 #16Sup. Bars
4 #20+2 #16Bottom Bars
B74L = 3275
230x500
-5.46
-2.14
-6.17 -4.91-6.75
97.51
-12.94
117.98
-20.50-23.33
-20.50-23.33
M (kN-m) 117.98 -20.50-23.33Torsion (kN-m) -4.43 -4.43--Equi-HOGBM (kN-m) 126.26 0.000.00AstreqTOP(mm2) 908.17 0.000.00AstreqMaxTOP(mm2) 908.17 908.17908.17AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 967.61 452.39--
M(kN-m) 0.00 -20.50-23.33Torsion (kN-m) -4.43 -4.43--Equi-SAGBM (kN-m) 0.00 -28.78-31.61AstreqBOT(mm2) 0.00 176.69194.81AstreqMaxBOT(mm2) 194.81 194.81194.81AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 226.19 226.19226.19
SF (kN) 97.51 -12.94--Torsion (kN-m) -4.43 -4.43--Equi-SF(kN) 128.35 43.78--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 76.90 38.74--Vus(kN) 123.55 38.98--Stirrup-Dia(mm) 8 88Spacing(mm) 216 300300
Deflection Check 3.83 < 9.36 OK
4 #12Top Bars
2 #16Sup. Bars
2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
25/73
SoftTech Engineers Pvt. Ltd.
GridName :- 18
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B75L = 4645
230x500
-5.46
-2.14
-6.17 -4.91-6.75
-5.46
82.34
-86.83
-13.57 1.63-116.12
-13.57 -116.12
M (kN-m) -13.57 1.63-116.12Torsion (kN-m) 2.07 5.70--Equi-HOGBM (kN-m) 0.00 12.280.00AstreqTOP(mm2) 0.00 73.870.00AstreqMaxTOP(mm2) 73.87 73.8773.87AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 100.53 100.53--
M(kN-m) -13.57 0.00-116.12Torsion (kN-m) 2.07 5.70--Equi-SAGBM (kN-m) -17.44 9.01-119.98AstreqBOT(mm2) 105.56 54.00851.77AstreqMaxBOT(mm2) 851.77 851.77851.77AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 854.51 854.51854.51
SF (kN) 82.34 -86.83--Torsion (kN-m) 2.07 5.70--Equi-SF(kN) 96.72 126.49--Vuc(kN) 4.79 4.79--Vuc-Tor(kN) 54.40 85.49--Vus(kN) 91.93 121.69--Stirrup-Dia(mm) 8 88Spacing(mm) 300 194300
Deflection Check 7.47 < 13.27 OK
2 #8Top Bars
2 #20+2 #12Bottom Bars
PDF Creator Pilot - DEMO VERSION
-
8/17/2019 1460021 b Dr
26/73
SoftTech Engineers Pvt. Ltd.
GridName :- 19
Note : All Diamensions are in mm
Loading(kN) :
SF Envelope:(kN)
BM Envelope:(kN-m)
TOR Envelope:(kN-m)
Bending (Top Edge)
Bending (Bottom Edge)
Shear Design
Steel Bars
B76L = 5420
230x500
-5.46-5.46-2.14
-6.17-4.46-6.13
-4.46-6.13
-2.32 -3.20-5.46
-2.32-3.20
-25.22
-229.27
-414.40
256.36-398.89
-414.40
-398.89
M (kN-m) -414.40 256.36-398.89Torsion (kN-m) 2.09 2.09--Equi-HOGBM (kN-m) 0.00 260.270.00AstreqTOP(mm2) 1823.95 1805.871722.89AstreqMaxTOP(mm2) 1823.95 1823.951823.95AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1836.26 2591.81--
M(kN-m) -414.40 0.00-398.89Torsion (kN-m) 2.09 2.09--Equi-SAGBM (kN-m) -418.31 0.00-402.80AstreqBOT(mm2) 2814.44 794.132715.47AstreqMaxBOT(mm2) 2814.44 2814.442814.44AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 2903.62 2903.622903.62
SF (kN) -25.22 -229.27--Torsion (kN-m) 2.09 2.09--Equi-SF(kN) 39.79 243.84--Vuc(kN) 4.81 4.81--Vuc-Tor(kN) 30.76 127.51--Vus(kN) 34.98 239.03--Stirrup-Dia(mm) 8 88Spacing(mm) 300 109300
Deflection Check 15.08 < 15.49 OK
2 #25+2 #20Top Bars
2 #12Sup. Bars 2 #25Sup. Bars
3 #32+1 #25Bottom Bars
B77L = 4470
230x500
-5.46-2.32-3.20 -3.05
-4.19-5.37 -7.38-2.15
-6.17-5.46
-3.11-4.27-5.37 -7.38
152.84
-45.13
233.56
28.00-6.60
-6.60
M (kN-m) 233.56 28.00-6.60Torsion (kN-m) 5.93 -4.95--Equi-HOGBM (kN-m) 244.64 37.242.63AstreqTOP(mm2) 1706.08231.2015.66AstreqMaxTOP(mm2) 1706.081706.081706.08AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1836.26854.51--
M(kN-m) 0.00 0.00-6.60Torsion (kN-m) 5.93 -4.95--Equi-SAGBM (kN-m) 0.00 0.00-15.84AstreqBOT(mm2) 692.23 0.0095.73AstreqMaxBOT(mm2) 692.23 692.23692.23AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 716.28 716.28716.28
SF (kN) 152.84 -45.13--Torsion (kN-m) 5.93 -4.95--Equi-SF(kN) 194.11 79.55--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 115.29 58.64--Vus(kN) 189.30 74.75--Stirrup-Dia(mm) 8 88Spacing(mm) 144 283300
Deflection Check 1.54 < 12.77 OK
2 #20+2 #12Top Bars
2 #25Sup. Bars
3 #16+1 #12Bottom Bars
B78L = 4470
230x500
-5.46 -5.37-7.38
-5.37-7.38
-3.11-4.27 -5.46-5.37
-7.38-2.32 -3.20-2.15
-6.17
68.81
-120.33
32.34
117.63-42.64
-42.64
M (kN-m) 32.34 117.63-42.64Torsion (kN-m) 1.92 0.09--Equi-HOGBM (kN-m) 35.92 117.800.00AstreqTOP(mm2) 222.64832.580.00AstreqMaxTOP(mm2) 832.58832.58832.58AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 304.731021.02--
M(kN-m) 0.00 0.00-42.64Torsion (kN-m) 1.92 0.09--Equi-SAGBM (kN-m) 0.00 0.00-46.22AstreqBOT(mm2) 0.00 0.00290.43AstreqMaxBOT(mm2) 290.43290.43290.43AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 304.73304.73304.73
SF (kN) 68.81 -120.33--Torsion (kN-m) 1.92 0.09--Equi-SF(kN) 82.16 120.97--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 45.29 54.98--Vus(kN) 77.37 116.17--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.14 < 12.77 OK
2 #12+1 #10Top Bars
3 #16Sup. Bars
2 #12+1 #10Bottom Bars
B79L = 5420
230x500
-5.46-3.20-2.32-5.46
-2.14
-6.17-2.32-3.20 -2.13
-4.46 -6.13-5.46
123.56
-80.50
126.21
28.41-80.04
-80.04
M (kN-m) 126.21 28.41-80.04Torsion (kN-m) -1.79 -1.79--Equi-HOGBM (kN-m) 129.55 31.750.00AstreqTOP(mm2) 938.46 195.700.00AstreqMaxTOP(mm2) 938.46 938.46938.46AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 1099.56 766.55--
M(kN-m) 0.00 0.00-80.04Torsion (kN-m) -1.79 -1.79--Equi-SAGBM (kN-m) 0.00 0.00-83.38AstreqBOT(mm2) 0.00 0.00553.77AstreqMaxBOT(mm2) 553.77 553.77553.77AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 565.49 565.49565.49
SF (kN) 123.56 -80.50--Torsion (kN-m) -1.79 -1.79--Equi-SF(kN) 136.01 92.95--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 69.03 49.60--Vus(kN) 131.20 88.15--Stirrup-Dia(mm) 8 88Spacing(mm) 241 300300
Deflection Check 3.59 < 15.49 OK
2 #12+2 #10Top Bars
3 #16Sup. Bars 2 #12Sup. Bars
5 #12Bottom Bars
B80L = 1370
230x500
-5.46
5.07
-12.06
78.6283.41
M (kN-m) 78.6283.410.00Torsion (kN-m) 14.7614.76--Equi-HOGBM (kN-m) 106.18110.970.00AstreqTOP(mm2) 733.76773.840.00AstreqMaxTOP(mm2) 773.84773.84773.84AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 1187.521319.47--
M(kN-m) 0.000.000.00Torsion (kN-m) 14.7614.76--Equi-SAGBM (kN-m) 0.000.000.00AstreqBOT(mm2) 0.000.000.00AstreqMaxBOT(mm2) 0.000.000.00AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 100.53100.53100.53
SF (kN) 5.07-12.06--Torsion (kN-m) 14.7614.76--Equi-SF(kN) 107.75114.74--Vuc(kN) 4.804.80--Vuc-Tor(kN) 107.98111.10--Vus(kN) 107.98111.10--Stirrup-Dia(mm) 88 8Spacing(mm) 154150157
Deflection Check 1.52 < 3.91 OK
4 #16Top Bars
2 #12Sup. Bars 2 #16Sup. Bars
2 #8Bottom Bars
B81L = 4050
230x500
-5.46-4.46-6.13
-4.46-6.13
-2.32 -3.20-2.14
-6.17 -5.46-3.20 -2.32
80.59
-118.30
76.15 72.09-21.35
-21.35
M (kN-m) 76.15 72.09-21.35Torsion (kN-m) -10.0422.62--Equi-HOGBM (kN-m) 94.91 114.330.00AstreqTOP(mm2) 642.66802.470.00AstreqMaxTOP(mm2) 802.47802.47802.47AstMin(mm2) 220.00220.00220.00AstProvTOP(mm2) 785.40986.46--
M(kN-m) 0.00 0.00-21.35Torsion (kN-m) -10.0422.62--Equi-SAGBM (kN-m) 0.00 0.00-40.10AstreqBOT(mm2) 0.00 0.00249.92AstreqMaxBOT(mm2) 249.92249.92249.92AstMin(mm2) 220.00220.00220.00AstProvBOT(mm2) 270.18270.18270.18
SF (kN) 80.59 -118.30--Torsion (kN-m) -10.0422.62--Equi-SF(kN) 150.46275.67--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 110.90221.26--Vus(kN) 145.66270.87--Stirrup-Dia(mm) 10 1010Spacing(mm) 228 114300
Deflection Check 1.52 < 11.57 OK
2 #10+1 #12Top Bars
2 #16Sup. Bars 3 #16Sup. Bars
2 #10+1 #12Bottom Bars
B82L = 4470
230x500
-5.46-2.15
-6.17
-2.32-3.20 -3.05-4.19-5.37 -7.38-5.46
-3.11-4.27-5.37 -7.38
101.23
-85.80
68.61 61.90-50.83
-50.83
M (kN-m) 68.61 61.90-50.83Torsion (kN-m) 0.65 -0.71--Equi-HOGBM (kN-m) 69.82 63.220.00AstreqTOP(mm2) 453.92 406.970.00AstreqMaxTOP(mm2) 453.92 453.92453.92AstMin(mm2) 220.00 220.00220.00AstProvTOP(mm2) 873.36 427.26--
M(kN-m) 0.00 0.00-50.83Torsion (kN-m) 0.65 -0.71--Equi-SAGBM (kN-m) 0.00 0.00-52.15AstreqBOT(mm2) 0.00 0.00330.36AstreqMaxBOT(mm2) 330.36 330.36330.36AstMin(mm2) 220.00 220.00220.00AstProvBOT(mm2) 383.27 383.27383.27
SF (kN) 101.23 -85.80--Torsion (kN-m) 0.65 -0.71--Equi-SF(kN) 105.75 90.73--Vuc(kN) 4.80 4.80--Vuc-Tor(kN) 50.50 43.97--Vus(kN) 100.95 85.93--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300
Deflection Check 1.53 < 12.77 OK
2 #10Top Bars
3 #16Sup. Bars 2 #10Sup. Bars
2 #12+2 #10Bottom Bars
B83L = 3040
230x775
-5.46-3.11-4.27
-5.37-7.38
-5.37-7.38
69.80
-42.88
59.83
3.10-18.25
-18.25
M (kN-m) 59.833.10-18.25Torsion (kN-m) 2.612.61--Equi-HOGBM (kN-m) 66.549.810.00AstreqTOP(mm2) 256.3736.790.00AstreqMaxTOP(mm2) 256.37256.37256.37AstMin(mm2) 349.54349.54349.54AstProvTOP(mm2) 420.97150.80--
M(kN-m) 0.000.00-18.25Torsion (kN-m) 2.612.61--Equi-SAGBM (kN-m) 0.003.61-24.96AstreqBOT(mm2) 0.0013.4994.24AstreqMaxBOT(mm2) 94.2494.2494.24AstMin(mm2) 349.54349.54349.54AstProvBOT(mm2) 383.27383.27383.27
SF (kN) 69.80-42.88--Torsion (kN-m) 2.612.61--Equi-SF(kN) 87.9661.04--Vuc(kN) 7.567.56--Vuc-Tor(kN) 48.5736.97--Vus(kN) 80.4053.48--Stirrup-Dia(mm) 8 88Spacing(mm) 300300300
Deflection Check 0.28 < 8.69 OK
3 #8Top Bars
2 #10Sup. Bars
2 #12+2 #10Bottom Bars
B84L = 1430
230x775
-5.46-2.15
-6.17-5.37-7.38
-2.32-3.20
-74.99
-123.64
4.47
148.56
M (kN-m) 4.47148.560.00Torsion (kN-m) -6.28-6.28--Equi-HOGBM (kN-m) 20.60164.700.00AstreqTOP(mm2) 77.64669.220.00AstreqMaxTOP(mm2) 669.22669.22669.22AstMin(mm2) 349.54349.54349.54AstProvTOP(mm2) 1168.671394.87--
M(kN-m) 0.000.000.00Torsion (kN-m) -6.28-6.28--Equi-SAGBM (kN-m) 11.660.000.00AstreqBOT(mm2) 43.760.000.00AstreqMaxBOT(mm2) 43.7643.7643.76AstMin(mm2) 349.54349.54349.54AstProvBOT(mm2) 100.53100.53100.53
SF (kN) -74.99-123.64--Torsion (kN-m) -6.28-6.28--Equi-SF(kN) 118.65167.30--Vuc(kN) 7.627.62--Vuc-Tor(kN) 75.1996.03--Vus(kN) 111.03159.68--Stirrup-Dia(mm) 88 8Spacing(mm) 300277 300
Deflection Check 0.47 < 4.09 OK
3 #20+2 #12Top Bars
2 #12Sup. Bars
2 #8Bottom Bars
B85L = 775
230x775
-5.46-2.32-3.20
208.78
192.67
161.92
6.36
M (kN-m) 161.926.360.00Torsion (kN-m) -36.46-36.46--Equi-HOGBM (kN-m) 255.63100.070.00AstreqTOP(mm2) 1101.81392.220.00AstreqMaxTOP(mm2) 1101.811101.811101.81AstMin(mm2) 349.54349.54349.54AstProvTOP(mm2) 1207.941286.48--
M(kN-m) 0.000.000.00Torsion (kN-m) -36.46-36.46--Equi-SAGBM (kN-m) 0.0087.350.00AstreqBOT(mm2) 0.00340.120.00AstreqMaxBOT(mm2) 340.12340.12340.12AstMin(mm2) 349.54349.54349.54AstProvBOT(mm2) 383.27383.27383.27
SF (kN) 208.78192.67--Torsion (kN-m) -36.46-36.46--Equi-SF(kN) 462.40446.29--Vuc(kN) 7.627.62--Vuc-Tor(kN) 348.24341.30--Vus(kN) 454.78438.67--Stirrup-Dia(mm) 1010 10Spacing(mm) 114119118
Deflection Check 1.96 &l