Project Job Ref.

Structure Sheet no.

Page 1/4
Calc. by Date Chk'd by Date App'd by Date
OscarKonzult 11-Jul-20 11-Jul-20 11-Jul-20

1B4

Static
1B4 - 1 230x450 - Critical
Design summary bending top
Region 1 2 3
Analysis 3D Building Analysis 3D Building Analysis Grillage Chase Down
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
M 42.2 kNm 0.0 kNm 149.5 kNm
d 402.5 mm 402.5 mm 359.9 mm
d' 72.5 mm 72.5 mm 72.5 mm
K / K' 0.36 0.00 1.61
z 375.3 mm 0.0 mm 279.6 mm
As,reqd 316 mm2 0 mm2 1483 mm2
AslT,reqd,face 0 mm2 0 mm2 0 mm2
As'reqd 0 mm2 0 mm2 551 mm2
Ast,reqd 316 mm 2
0 mm 2
1483 mm2
As,min,tens 176 mm 2
0 mm 2
176 mm2
As,prov 982 mm 2
982 mm 2
2592 mm2
Top bars 2Y25 2Y25 4Y25 + 2Y20
Design summary bending bottom
Region 1 2 3
Analysis FE Chase Down Grillage Chase Down 3D Building Analysis
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
M 40.3 kNm 107.3 kNm 0.0 kNm
d 377.5 mm 377.5 mm 377.5 mm
d' 47.5 mm 90.1 mm 90.1 mm
K / K' 0.39 1.05 0.00
z 349.6 mm 293.3 mm 0.0 mm
As,reqd 323 mm2 1027 mm2 0 mm2
AslT,reqd,face 72 mm2 0 mm2 0 mm2
As'reqd 0 mm 2
207 mm 2
0 mm2
Ast,reqd 395 mm 2
1027 mm 2
0 mm2
As,min,tens 342 mm2 176 mm2 342 mm2
As,prov 1964 mm2 1964 mm2 1964 mm2
Bottom bars 4Y25 4Y25 4Y25
Deflection check - (L / d)actual = 15.285 < 40.895 -
Design summary shear and torsion
Region Center
Length 5.770 m

Tekla Structural Designer, version: 20.0.2.33

 Project Job Ref.

Structure Sheet no.

Page 2/4
Calc. by Date Chk'd by Date App'd by Date
OscarKonzult 11-Jul-20 11-Jul-20 11-Jul-20

Region Center
Analysis FE Chase Down
Combination 1 Cb1-1.4D+1.6I+1.6RI
V 105.9 kN
Vmax 296.2 kN
Vc 77.5 kN
(Asvs / svs)reqd 221 mm2/m
(Asv / sv)prov 1264 mm2/m
T 4.16 kNm
TF,max 296.2 kN
TF 34.9 kN
(Asvt / svt)reqd 221 mm2/m
Stirrups 2Y10-125
1B4 - 2 230x450 - Critical
Design summary bending top
Region 1 2 3
Analysis Grillage Chase Down 3D Building Analysis Grillage Chase Down
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
M 138.5 kNm 0.0 kNm 138.4 kNm
d 359.9 mm 409.0 mm 359.9 mm
d' 72.5 mm 72.5 mm 72.5 mm
K / K' 1.49 0.00 1.49
z 279.6 mm 0.0 mm 279.6 mm
As,reqd 1377 mm2 0 mm2 1375 mm2
AslT,reqd,face 0 mm2 0 mm2 0 mm2
As'reqd 445 mm 2
0 mm 2
443 mm2
Ast,reqd 1377 mm2 0 mm2 1375 mm2
As,min,tens 176 mm2 0 mm2 176 mm2
As,prov 2592 mm 2
226 mm 2
2592 mm2
Top bars 4Y25 + 2Y20 2Y12 4Y25 + 2Y20
Design summary bending bottom
Region 1 2 3
Analysis 3D Building Analysis 3D Building Analysis 3D Building Analysis
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
M 0.0 kNm 60.2 kNm 0.0 kNm
d 377.5 mm 377.5 mm 377.5 mm
d' 90.1 mm 90.1 mm 90.1 mm
K / K' 0.00 0.59 0.00
z 0.0 mm 334.0 mm 0.0 mm
As,reqd 0 mm2 505 mm2 0 mm2
AslT,reqd,face 0 mm2 0 mm2 0 mm2
As'reqd 0 mm 2
0 mm 2
0 mm2
Ast,reqd 0 mm 2
505 mm 2
0 mm2
As,min,tens 168 mm 2
176 mm 2
168 mm2
As,prov 1964 mm 2
1964 mm 2
1964 mm2
Bottom bars 4Y25 4Y25 4Y25
Deflection check - (L / d)actual = 15.285 < 50.587 -
Design summary shear and torsion

Tekla Structural Designer, version: 20.0.2.33

 Project Job Ref.

Structure Sheet no.

Page 3/4
Calc. by Date Chk'd by Date App'd by Date
OscarKonzult 11-Jul-20 11-Jul-20 11-Jul-20

Region Left Center Right

Length 1.443 m 2.885 m 1.443 m
Analysis Grillage Chase Down 3D Building Analysis 3D Building Analysis
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
V 110.6 kN 74.3 kN 110.3 kN
Vmax 296.2 kN 296.2 kN 296.2 kN
Vc 77.5 kN 71.7 kN 77.5 kN
(Asvs / svs)reqd 257 mm2/m 19 mm2/m 255 mm2/m
(Asv / sv)prov 790 mm /m 2
702 mm /m 2
790 mm2/m
T 0.00 kNm 0.00 kNm 0.00 kNm
TF,max 296.2 kN 296.2 kN 296.2 kN
TF 0.0 kN 0.0 kN 0.0 kN
(Asvt / svt)reqd 0 mm2/m 0 mm2/m 0 mm2/m
Stirrups 2Y10-200 2Y10-225 2Y10-200
1B4 - 3 230x450 - Critical
Design summary bending top
Region 1 2 3
Analysis Grillage Chase Down 3D Building Analysis 3D Building Analysis
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
M 149.3 kNm 0.0 kNm 42.3 kNm
d 359.9 mm 402.5 mm 402.5 mm
d' 72.5 mm 72.5 mm 72.5 mm
K / K' 1.61 0.00 0.36
z 279.6 mm 0.0 mm 375.3 mm
As,reqd 1482 mm2 0 mm2 316 mm2
AslT,reqd,face 0 mm2 0 mm2 0 mm2
As'reqd 550 mm 2
0 mm 2
0 mm2
Ast,reqd 1482 mm 2
0 mm 2
316 mm2
As,min,tens 176 mm2 0 mm2 176 mm2
As,prov 2592 mm2 982 mm2 982 mm2
Top bars 4Y25 + 2Y20 2Y25 2Y25
Design summary bending bottom
Region 1 2 3
Analysis 3D Building Analysis Grillage Chase Down FE Chase Down
Combination 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI 1 Cb1-1.4D+1.6I+1.6RI
M 0.0 kNm 107.0 kNm 40.3 kNm
d 377.5 mm 377.5 mm 377.5 mm
d' 90.1 mm 90.1 mm 47.5 mm
K / K' 0.00 1.05 0.39
z 0.0 mm 293.3 mm 349.7 mm
As,reqd 0 mm2 1024 mm2 323 mm2
AslT,reqd,face 0 mm2 0 mm2 72 mm2
As'reqd 0 mm 2
207 mm 2
0 mm2
Ast,reqd 0 mm 2
1024 mm 2
395 mm2
As,min,tens 341 mm 2
176 mm 2
341 mm2
As,prov 1964 mm 2
1964 mm 2
1964 mm2
Bottom bars 4Y25 4Y25 4Y25
Deflection check - (L / d)actual = 15.285 < 40.974 -
Design summary shear and torsion

Tekla Structural Designer, version: 20.0.2.33

 Project Job Ref.

Structure Sheet no.

Page 4/4
Calc. by Date Chk'd by Date App'd by Date
OscarKonzult 11-Jul-20 11-Jul-20 11-Jul-20

Region Center
Length 5.770 m
Analysis FE Chase Down
Combination 1 Cb1-1.4D+1.6I+1.6RI
V 106.1 kN
Vmax 296.2 kN
Vc 77.5 kN
(Asvs / svs)reqd 222 mm2/m
(Asv / sv)prov 1264 mm2/m
T 4.16 kNm
TF,max 296.2 kN
TF 34.9 kN
(Asvt / svt)reqd 222 mm2/m
Stirrups 2Y10-125

Tekla Structural Designer, version: 20.0.2.33