Indian IS 456-2000 Concrete Frame Design Report
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Model Name: Bunker with Footing.edb
9 April 2013
ETABS v9.7.4 Concrete Frame Design Design Detailed Output Indian
IS 456-2000
Units: KN-mm
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ETABS v9.7.4 Concrete Frame Design Design Detailed Output Indian
IS 456-2000Story Level: 3 Element: B17 Section Name: B400X600 Frame
Type: Ductile Frame
Units: KN-mm
L=8300.000 D=600.000 ds=0.000 E=25.000 fy=0.500
B=400.000 dct=60.000 fc=0.025 fys=0.500
bf=400.000 dcb=60.000 Lt.Wt. Fac.=1.000
Flexural Reinforcement for Major Axis Moment ------- End-I
--------- --------- Middle -------Rebar Area Rebar % Rebar Area
Rebar % 881.248 0.367 220.312 0.092 576.000 0.240 956.286 0.398
Design Mu -189774.470 32521.850 Station Loc 0.000 1844.444 Design
Mu 0.000 204351.211 Station Loc 5994.444 4150.000
--------- End-J --------Rebar Area Rebar % 878.711 0.366 576.000
0.240 Design Mu -189277.227 27012.029 Station Loc 8300.000
7377.778
Top (+2 Axis) Bot (-2 Axis)
Top (+2 Axis) Bot (-2 Axis)
Controlling Combo UDCON2 UDCON38
Controlling Combo UDCON38 UDCON2
Controlling Combo UCOMB2 UDCON2
Top (+2 Axis) Bot (-2 Axis)
Shear Reinforcement for Major Shear (V2) ------- End-I ---------
--------- Middle -------Rebar Asv/s Rebar Asv/s 0.679 0.487 Design
Vu 143.570 Station Loc 461.111 Design Vu 115.135 Station Loc
2305.556
--------- End-J --------Rebar Asv/s 0.673 Design Vu 144.079
Station Loc 7838.889
Controlling Combo UDCON8 Torsion Reinforcement ------- Shear
--------Asvt/s 0.684 Design Tu 22466.160 Station Loc 0.000
Controlling Combo UDCON13
Controlling Combo UDCON8
Controlling Combo UCOMB2
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ETABS v9.7.4 Concrete Frame Design Design Detailed Output Indian
IS 456-2000Story Level: 3 Element: B18 Section Name: B400X600 Frame
Type: Ductile Frame
Units: KN-mm
L=8300.000 D=600.000 ds=0.000 E=25.000 fy=0.500
B=400.000 dct=60.000 fc=0.025 fys=0.500
bf=400.000 dcb=60.000 Lt.Wt. Fac.=1.000
Flexural Reinforcement for Major Axis Moment ------- End-I
--------- --------- Middle -------Rebar Area Rebar % Rebar Area
Rebar % 885.158 0.369 221.289 0.092 576.000 0.240 973.131 0.405
Design Mu -190540.128 32278.580 Station Loc 0.000 1844.444 Design
Mu 0.000 207589.347 Station Loc 5994.444 4150.000
--------- End-J --------Rebar Area Rebar % 884.991 0.369 576.000
0.240 Design Mu -190507.471 24852.570 Station Loc 8300.000
7377.778
Top (+2 Axis) Bot (-2 Axis)
Top (+2 Axis) Bot (-2 Axis)
Controlling Combo UDCON2 UDCON38
Controlling Combo UDCON38 UDCON2
Controlling Combo UCOMB2 UDCON2
Top (+2 Axis) Bot (-2 Axis)
Shear Reinforcement for Major Shear (V2) ------- End-I ---------
--------- Middle -------Rebar Asv/s Rebar Asv/s 0.660 0.474 Design
Vu 145.829 Station Loc 461.111 Design Vu 117.256 Station Loc
2305.556
--------- End-J --------Rebar Asv/s 0.660 Design Vu 145.814
Station Loc 7838.889
Controlling Combo UDCON7 Torsion Reinforcement ------- Shear
--------Asvt/s 0.654 Design Tu 20566.378 Station Loc 0.000
Controlling Combo UDCON7
Controlling Combo UDCON7
Controlling Combo UCOMB2
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