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2. Foundation Beam Design

Published on January 2017 | Categories: Documents | Downloads: 7 | Comments: 0
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Comments

Content

Job Information
Engineer

Checked

Approved

Name:
Prakash
Date:
30-Sep-13
Comments
RCC Frame Structure
Structure Type
SPACE FRAME
Number of Nodes
848 Highest Node
Number of Elements
532 Highest Element
Number of Plates
677 Highest Plate
Number of Design Groups
Number of Design Slabs
Number of Load Cases
Number of Design Briefs
Included in this printout are data for:
Design Group

Design Brief

G2: Foundation Beam

B2: Foundation Beam

937
1362
1382
4
0
14
4

Design Code
IS456 Beam

Members
M101, M102, M103, M104, M105,
M107
M106

Design Group Summary - Foundation Beam
Member

Design

M101

Initial

M102

Initial

M103

Initial

M104

Initial

M105

Initial

M106

Initial

Span

Type
1
2
3
1
2
3
1
2
3
1
2
1
2
1
2
3
4
1

M107
Initial
Summary: the group is safe

Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam

Main Bars
Hog
Sag
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok

Shear
Bars
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok

Span
Depth
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok

Beam Spans
Member
M101

M102

M103

M104
M105
M106

M107

Span

Type
1
2
3
1
2
3
1
2
3
1
2
1
2
1
2
3
4
1

Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam

Length
(m)
4.115
4.267
3.200
4.115
4.267
3.200
4.115
4.267
1.524
3.300
3.607
3.300
3.607
1.100
2.200
1.200
2.407
3.300

Top
(cm)
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5

Cover
Btm
(cm)
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5

Beam Supports
Member

Node

Length
(m)

Support
Type

Col. Width
(cm)

Side
(cm)
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5

Link Size
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8

M101

M102

M103

M104

M105

M106

M107

N1
N4
N7
N10
N2
N5
N8
N14
N3
N6
N9
N13
N1
N2
N3
N4
N5
N6
N7
N89
N8
N15
N9
N10
N14

4.115
4.267
3.200
4.115
4.267
3.200
4.115
4.267
1.524
3.300
3.607
3.300
3.607
1.100
2.200
1.200
2.407
3.300

Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed

0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

Member 101 - Main Steel Summary
Distance
(m)
0.000

Span
1(s)

0.343

1

0.686

1

1.029

1

1.372

1

1.715

1

1.800

1

2.057

1

2.400

1

2.743

1

2.829

1

3.086

1

3.429

1

3.772

1

4.115

1(e)

4.115

2(s)

4.471

2

4.826

2

5.182

2

5.537

2

5.893

2

5.982

2

Moment
(kNm)
17.877
0.000
8.821
0.000
1.904
-5.495
2.156
-13.562
0.462
-2.643
0.453
-2.651
0.161
-2.576
0.130
-3.453
0.000
-2.163
0.000
-2.342
0.000
-2.309
0.000
-16.617
1.360
-7.229
10.018
0.000
20.393
0.000
20.820
0.000
10.178
0.000
1.411
-7.219
0.398
-16.800
0.000
-2.097
0.000
-2.176
0.000

As Req.
(mm2)
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

As' Req.
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Bottom Layers
Bars
Area
4T16
804

Top Layers
Bars
Area
4T16
804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

6.248

2

6.604

2

6.960

2

7.049

2

7.315

2

7.671

2

8.026

2

8.382

2(e)

8.382

3(s)

8.649

3

8.763

3

8.915

3

9.144

3

9.182

3

9.449

3

9.525

3

9.715

3

9.906

3

9.982

3

10.058

3

10.249

3

10.439

3

10.515

3

10.782

3

10.820

3

11.049

3

11.201

3

11.315

3

11.582

3(e)

-2.113
0.271
-3.122
0.000
-2.163
0.000
-2.089
0.000
-1.988
0.000
-16.449
1.537
-7.073
10.145
0.000
20.583
0.000
23.862
0.000
10.054
0.000
4.224
-6.300
1.430
-3.689
1.081
-6.437
0.155
-4.314
0.319
-4.895
0.415
-5.034
0.000
-4.150
0.000
-4.289
0.000
-4.051
0.537
-4.735
0.723
-5.294
1.630
-6.766
1.692
-6.833
2.078
-6.881
2.679
-8.347
2.729
-4.703
3.868
-4.235
8.464
0.000
29.202
-3.583

277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 102 - Main Steel Summary
Distance
(m)

Span

Moment
(kNm)

As Req.
(mm2)

As' Req.
(mm2)

Bottom Layers
Bars
Area

Top Layers
Bars
Area

0.000

1(s)

0.343

1

0.686

1

1.029

1

1.372

1

1.715

1

2.057

1

2.400

1

2.743

1

3.086

1

3.429

1

3.772

1

4.115

1(e)

4.115

2(s)

4.471

2

4.826

2

5.182

2

5.537

2

5.893

2

6.248

2

6.604

2

6.960

2

7.315

2

7.671

2

8.026

2

8.382

2(e)

8.382

3(s)

8.649

3

8.763

3

8.915

3

9.144

3

9.182

3

9.449

3

9.525

3

9.715

3

9.982

3

5.927
-22.294
3.211
-12.076
0.988
-3.715
2.788
-0.741
7.433
-1.976
10.219
-2.717
11.148
-2.964
10.219
-2.717
7.432
-1.976
2.787
-0.741
0.988
-3.716
3.211
-12.077
5.927
-22.296
6.372
-23.974
3.452
-12.987
1.062
-3.996
2.997
-0.797
7.991
-2.124
10.988
-2.921
11.987
-3.186
10.989
-2.921
7.993
-2.124
2.999
-0.796
1.063
-3.994
3.453
-12.983
6.374
-23.971
18.225
0.000
5.684
0.000
1.955
-2.822
1.088
-2.289
0.165
-4.527
0.071
-3.748
0.000
-3.516
0.000
-3.395
0.000
-2.865
0.000

277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

10.058

3

10.249

3

10.439

3

10.515

3

10.782

3

10.820

3

11.049

3

11.201

3

11.315

3

11.582

3(e)

-2.765
0.000
-3.003
0.000
-2.995
0.000
-4.379
0.000
-4.738
0.000
-5.801
0.000
-6.937
0.000
-4.423
1.065
-4.626
5.058
0.000
23.050
0.000

662
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

-326
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 103 - Main Steel Summary
Distance
(m)
0.000

Span
1(s)

0.343

1

0.686

1

1.029

1

1.372

1

1.715

1

1.800

1

2.057

1

2.400

1

2.743

1

2.829

1

3.086

1

3.429

1

3.772

1

4.115

1(e)

4.115

2(s)

4.471

2

4.826

2

5.182

2

5.537

2

5.893

2

5.982

2

6.248

2

Moment
(kNm)
27.674
0.000
12.113
0.000
0.000
-6.611
0.000
-21.184
0.000
-4.383
0.000
-4.299
0.000
-4.201
0.000
-3.897
0.000
-3.156
0.000
-3.111
0.000
-3.023
0.000
-22.920
0.000
-7.975
13.045
0.000
28.978
0.000
27.249
0.000
12.024
0.000
0.000
-9.253
0.000
-23.416
0.000
-3.125
0.000
-3.068
0.000
-2.971
0.000

As Req.
(mm2)
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

As' Req.
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Bottom Layers
Bars
Area
4T16
804

Top Layers
Bars
Area
4T16
804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

6.604

2

6.960

2

7.049

2

7.315

2

7.671

2

8.026

2

8.382

2(e)

8.382

3(s)

8.509

3

8.636

3

8.763

3

8.890

3

9.017

3

9.144

3

9.271

3

9.398

3

9.525

3

9.652

3

9.779

3

9.906

3(e)

-3.517
0.000
-2.884
0.000
-2.748
0.000
-2.631
0.374
-16.745
2.434
-6.304
10.561
0.000
22.065
0.000
14.329
0.000
9.705
0.000
5.149
0.000
0.733
-1.422
0.000
-4.982
0.000
-9.336
0.000
-14.326
0.000
-9.907
0.000
-5.419
1.220
-0.865
4.980
0.000
9.670
0.000
14.428
0.000

277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 104 - Main Steel Summary
Distance
(m)
0.000

Span
1(s)

0.275

1

0.550

1

0.825

1

1.100

1

1.375

1

1.650

1

1.833

1

1.925

1

2.200

1

2.475

1

2.567

1

2.750

1

Moment
(kNm)
19.505
0.000
7.973
0.000
1.438
-5.232
0.000
-3.124
0.000
-4.375
0.000
-4.185
0.000
-4.575
0.000
-4.832
0.000
-4.849
0.000
-4.741
0.000
-4.363
0.000
-16.750
0.000

As Req.
(mm2)
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

As' Req.
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Bottom Layers
Bars
Area
4T16
804

Top Layers
Bars
Area
4T16
804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

3.025

1

3.300

1(e)

3.300

2(s)

3.601

2

3.900

2

3.901

2

4.202

2

4.500

2

4.502

2

4.803

2

5.104

2

5.302

2

5.404

2

5.705

2

6.005

2

6.105

2

6.306

2

6.606

2

6.907

2(e)

-7.486
10.463
0.000
24.940
0.000
23.288
0.000
6.940
0.000
0.000
-11.637
0.000
-4.606
0.000
-4.342
0.000
-3.833
0.000
-3.833
0.241
-3.085
0.441
-1.975
0.738
-1.184
0.762
-1.518
0.657
-2.259
0.000
-2.621
0.029
-11.079
0.000
-4.548
6.068
0.000
16.549
0.000

277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 105 - Main Steel Summary
Distance
(m)
0.000

Span
1(s)

0.275

1

0.550

1

0.825

1

1.100

1

1.375

1

1.650

1

1.925

1

2.200

1

2.475

1

2.750

1

3.025

1

3.300

1(e)

Moment
(kNm)
3.812
-14.339
2.065
-7.767
0.635
-2.390
1.792
-0.478
4.779
-1.272
6.572
-1.748
7.169
-1.906
6.572
-1.747
4.779
-1.271
1.792
-0.477
0.636
-2.390
2.065
-7.766
3.813
-14.338

As Req.
(mm2)
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

As' Req.
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Bottom Layers
Bars
Area
4T16
804

Top Layers
Bars
Area
4T16
804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

3.300

2(s)

3.601

2

3.901

2

4.202

2

4.502

2

4.803

2

5.104

2

5.404

2

5.705

2

6.005

2

6.306

2

6.606

2

6.907

2(e)

4.555
-17.130
2.467
-9.279
0.759
-2.855
2.141
-0.569
5.710
-1.518
7.851
-2.087
8.565
-2.277
7.851
-2.088
5.710
-1.519
2.141
-0.570
0.759
-2.855
2.467
-9.279
4.554
-17.131

277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 106 - Main Steel Summary
Distance
(m)
0.000

Span
1(s)

0.092

1

0.183

1

0.275

1

0.367

1

0.458

1

0.550

1

0.642

1

0.733

1

0.825

1

0.917

1

1.008

1

1.100

1(e)

1.100

2(s)

1.283

2

1.467

2

1.650

2

1.833

2

2.017

2

2.200

2

Moment
(kNm)
0.424
-1.597
0.230
-0.866
0.071
-0.268
0.197
-0.056
0.529
-0.144
0.729
-0.196
0.795
-0.213
0.729
-0.195
0.530
-0.142
0.199
-0.053
0.071
-0.266
0.231
-0.864
0.425
-1.593
1.694
-6.374
0.917
-3.453
0.282
-1.063
0.798
-0.212
2.126
-0.565
2.922
-0.777
3.188
-0.847

As Req.
(mm2)
277
277
277
277
0
277
0
0
277
0
277
0
277
277
277
0
277
0
0
0
0
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

As' Req.
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Bottom Layers
Bars
Area
4T16
804

Top Layers
Bars
Area
4T16
804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

2.383

2

2.567

2

2.750

2

2.933

2

3.117

2

3.300

2(e)

3.300

3(s)

3.400

3

3.500

3

3.600

3

3.700

3

3.800

3

3.900

3

4.000

3

4.100

3

4.200

3

4.300

3

4.400

3

4.500

3(e)

4.500

4(s)

4.701

4

4.901

4

5.102

4

5.302

4

5.503

4

5.703

4

5.904

4

6.105

4

6.305

4

6.506

4

6.706

4

6.907

4(e)

2.923
-0.776
2.126
-0.564
0.799
-0.211
0.284
-1.061
0.920
-3.451
1.697
-6.371
12.392
-6.371
8.617
0.000
4.884
0.000
1.193
-0.273
0.000
-3.746
0.000
-7.176
0.000
-13.824
0.000
-9.698
0.000
-5.531
0.397
-1.322
3.786
0.000
8.079
0.000
12.415
0.000
12.415
-7.626
1.101
-4.130
0.340
-1.270
0.956
-0.254
2.544
-0.676
3.498
-0.930
3.815
-1.015
3.497
-0.931
2.543
-0.678
0.953
-0.255
0.339
-1.273
1.099
-4.134
2.028
-7.631

277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
7036
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-4234
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 107 - Main Steel Summary
Distance

Span

Moment

As Req.

As' Req.

Bottom Layers

Top Layers

(m)
0.000

1(s)

0.275

1

0.550

1

0.825

1

1.100

1

1.375

1

1.650

1

1.833

1

1.925

1

2.200

1

2.475

1

2.567

1

2.750

1

3.025

1

3.300

1(e)

(kNm)
30.875
0.000
11.458
0.000
2.066
-9.913
0.629
-5.360
0.017
-6.862
0.000
-5.051
0.000
-4.769
0.000
-6.188
0.000
-6.223
0.000
-6.127
0.000
-5.709
0.000
-17.670
0.724
-6.335
13.115
0.000
30.698
0.000

(mm2)
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277
277

(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Bars
4T16

Area
804

Bars
4T16

Area
804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

4T16

804

Summary: the member is safe

Member 101 - Shear Results Summary
Distance
(m)
0.000
0.343
0.686
1.029
1.372
1.715
1.800
2.057
2.400
2.743
2.829
3.086
3.429
3.772
4.115
4.115
4.471
4.826
5.182
5.537
5.893
5.982
6.248
6.604
6.960
7.049
7.315
7.671
8.026
8.382
8.382
8.649
8.763
8.915
9.144

Span
1(s)
1
1
1
1
1
1
1
1
1
1
1
1
1
1(e)
2(s)
2
2
2
2
2
2
2
2
2
2
2
2
2
2(e)
3(s)
3
3
3
3

Shear Force
(kN)
36.343
34.903
33.463
35.709
5.950
6.001
7.355
11.419
4.645
4.946
6.301
42.049
39.893
41.310
42.750
42.345
40.851
39.358
41.983
5.479
5.757
7.162
11.375
4.561
4.304
5.708
41.627
38.825
40.295
41.788
70.570
69.450
68.970
21.046
20.086

Shear Stress
(N/mm2)
0.222
0.214
0.205
0.218
0.036
0.037
0.045
0.070
0.028
0.030
0.039
0.257
0.244
0.253
0.262
0.259
0.250
0.241
0.257
0.034
0.035
0.044
0.070
0.028
0.026
0.035
0.255
0.238
0.247
0.256
0.432
0.425
0.422
0.129
0.123

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

9.182
3
9.449
3
9.525
3
9.715
3
9.906
3
9.982
3
10.058
3
10.249
3
10.439
3
10.515
3
10.782
3
10.820
3
11.049
3
11.201
3
11.315
3
11.582
3(e)
Summary: the member is safe

6.905
6.418
7.625
2.925
4.647
4.292
7.378
6.658
10.200
8.994
8.157
22.617
23.578
85.562
86.030
87.150

0.042
0.039
0.047
0.018
0.028
0.026
0.045
0.041
0.062
0.055
0.050
0.138
0.144
0.523
0.526
0.533

0
0
0
0
0
0
0
0
0
0
0
0
0
6
7
8

Member 102 - Shear Results Summary
Distance
(m)
0.000
0.343
0.686
1.029
1.372
1.715
2.057
2.400
2.743
3.086
3.429
3.772
4.115
4.115
4.471
4.826
5.182
5.537
5.893
6.248
6.604
6.960
7.315
7.671
8.026
8.382
8.382
8.649
8.763
8.915
9.144
9.182
9.449
9.525
9.715
9.982
10.058
10.249
10.439
10.515
10.782
10.820
11.049
11.201
11.315
11.582

Span
1(s)
1
1
1
1
1
1
1
1
1
1
1
1(e)
2(s)
2
2
2
2
2
2
2
2
2
2
2
2(e)
3(s)
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3(e)

Summary: the member is safe

Shear Force
(kN)
32.508
27.090
21.672
16.254
10.836
5.418
0.001
5.419
10.837
16.255
21.673
27.091
32.509
33.711
28.093
22.475
16.856
11.238
5.620
0.002
5.618
11.236
16.855
22.473
28.091
33.709
56.725
55.605
55.125
12.956
13.061
5.216
2.665
5.994
3.126
4.619
6.994
6.141
6.794
6.474
5.354
13.584
14.545
73.406
73.884
75.004

Shear Stress
(N/mm2)
0.199
0.166
0.133
0.099
0.066
0.033
0.000
0.033
0.066
0.099
0.133
0.166
0.199
0.206
0.172
0.138
0.103
0.069
0.034
0.000
0.034
0.069
0.103
0.137
0.172
0.206
0.347
0.340
0.337
0.079
0.080
0.032
0.016
0.037
0.019
0.269
0.043
0.038
0.042
0.040
0.033
0.083
0.089
0.449
0.452
0.459

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Member 103 - Shear Results Summary
Distance
Span
(m)
0.000
1(s)
0.343
1
0.686
1
1.029
1
1.372
1
1.715
1
1.800
1
2.057
1
2.400
1
2.743
1
2.829
1
3.086
1
3.429
1
3.772
1
4.115
1(e)
4.115
2(s)
4.471
2
4.826
2
5.182
2
5.537
2
5.893
2
5.982
2
6.248
2
6.604
2
6.960
2
7.049
2
7.315
2
7.671
2
8.026
2
8.382
2(e)
8.382
3(s)
8.509
3
8.636
3
8.763
3
8.890
3
9.017
3
9.144
3
9.271
3
9.398
3
9.525
3
9.652
3
9.779
3
9.906
3(e)
Summary: the member is safe

Shear Force
(kN)
52.778
51.338
49.897
48.457
6.891
7.027
8.382
12.445
3.683
4.062
5.417
51.801
53.242
54.664
56.104
54.108
52.614
51.121
49.627
5.375
5.113
6.518
12.401
6.783
5.916
7.320
40.300
41.793
43.268
44.761
40.048
39.515
38.981
38.448
37.914
37.381
37.903
38.436
38.970
39.503
40.033
40.566
41.099

Shear Stress
(N/mm2)
0.323
0.314
0.305
0.296
0.042
0.043
0.051
0.076
0.023
0.025
0.033
0.317
0.326
0.334
0.343
0.331
0.322
0.313
0.304
0.033
0.031
0.040
0.076
0.041
0.036
0.045
0.247
0.256
0.265
0.274
0.245
0.242
0.238
0.235
0.232
0.229
0.232
0.235
0.238
0.242
0.245
0.248
0.251

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Member 104 - Shear Results Summary
Distance
(m)
0.000
0.275
0.550
0.825
1.100
1.375
1.650
1.833
1.925
2.200
2.475
2.567
2.750
3.025
3.300
3.300
3.601
3.900
3.901

Span
1(s)
1
1
1
1
1
1
1
1
1
1
1
1
1
1(e)
2(s)
2
2
2

Shear Force
(kN)
46.409
45.254
44.702
10.958
12.210
5.078
6.775
9.672
5.924
1.972
4.756
57.569
58.339
59.482
60.637
61.344
60.084
58.824
8.955

Shear Stress
(N/mm2)
0.284
0.277
0.273
0.067
0.075
0.031
0.041
0.059
0.036
0.012
0.029
0.352
0.357
0.364
0.371
0.375
0.368
0.360
0.055

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

4.202
2
4.500
2
4.502
2
4.803
2
5.104
2
5.302
2
5.404
2
5.705
2
6.005
2
6.105
2
6.306
2
6.606
2
6.907
2(e)
Summary: the member is safe

4.215
10.193
10.193
5.506
6.761
7.951
6.362
5.501
10.268
34.894
34.543
35.806
37.068

0.026
0.062
0.062
0.034
0.041
0.049
0.039
0.034
0.063
0.213
0.211
0.219
0.227

0
0
0
0
0
0
0
0
0
0
0
0
0

Member 105 - Shear Results Summary
Distance
Span
(m)
0.000
1(s)
0.275
1
0.550
1
0.825
1
1.100
1
1.375
1
1.650
1
1.925
1
2.200
1
2.475
1
2.750
1
3.025
1
3.300
1(e)
3.300
2(s)
3.601
2
3.901
2
4.202
2
4.502
2
4.803
2
5.104
2
5.404
2
5.705
2
6.005
2
6.306
2
6.606
2
6.907
2(e)
Summary: the member is safe

Shear Force
(kN)
26.071
21.726
17.381
13.036
8.691
4.346
0.001
4.345
8.690
13.035
17.380
21.725
26.070
28.496
23.746
18.997
14.248
9.499
4.749
0.001
4.749
9.499
14.248
18.997
23.746
28.496

Shear Stress
(N/mm2)
0.160
0.133
0.106
0.080
0.053
0.027
0.000
0.027
0.053
0.080
0.106
0.133
0.159
0.174
0.145
0.116
0.087
0.058
0.029
0.000
0.029
0.058
0.087
0.116
0.145
0.174

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Member 106 - Shear Results Summary
Distance
(m)
0.000
0.092
0.183
0.275
0.367
0.458
0.550
0.642
0.733
0.825
0.917
1.008
1.100
1.100
1.283
1.467
1.650
1.833
2.017
2.200
2.383
2.567

Span
1(s)
1
1
1
1
1
1
1
1
1
1
1
1(e)
2(s)
2
2
2
2
2
2
2
2

Shear Force
(kN)
8.694
7.246
5.798
4.349
2.901
1.453
0.006
1.447
2.895
4.344
5.792
7.240
8.689
17.384
14.487
11.591
8.694
5.797
2.901
0.005
2.898
5.795

Shear Stress
(N/mm2)
0.053
0.044
0.035
0.027
0.018
0.009
0.000
0.009
0.018
0.027
0.035
0.044
0.053
0.106
0.089
0.071
0.053
0.035
0.018
0.000
0.018
0.035

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

2.750
2
2.933
2
3.117
2
3.300
2(e)
3.300
3(s)
3.400
3
3.500
3
3.600
3
3.700
3
3.800
3
3.900
3
4.000
3
4.100
3
4.200
3
4.300
3
4.400
3
4.500
3(e)
4.500
4(s)
4.701
4
4.901
4
5.102
4
5.302
4
5.503
4
5.703
4
5.904
4
6.105
4
6.305
4
6.506
4
6.706
4
6.907
4(e)
Summary: the member is safe

8.691
11.588
14.485
17.381
39.336
38.916
38.496
38.076
37.656
37.236
42.420
42.835
43.255
43.675
44.093
44.513
44.933
44.933
15.847
12.677
9.508
6.339
3.170
0.004
3.173
6.343
9.512
12.681
15.850
19.020

0.053
0.071
0.089
0.106
0.241
0.238
0.236
0.233
0.230
0.228
2.473
0.262
0.265
0.267
0.270
0.272
0.275
0.275
0.097
0.078
0.058
0.039
0.019
0.000
0.019
0.039
0.058
0.078
0.097
0.116

0
0
0
0
0
0
0
0
0
0
64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Member 107 - Shear Results Summary
Distance
Span
(m)
0.000
1(s)
0.275
1
0.550
1
0.825
1
1.100
1
1.375
1
1.650
1
1.833
1
1.925
1
2.200
1
2.475
1
2.567
1
2.750
1
3.025
1
3.300
1(e)
Summary: the member is safe

Shear Force
(kN)
79.879
78.724
77.569
11.693
12.316
3.887
4.199
9.582
8.133
4.812
7.457
70.246
71.016
72.164
73.319

Shear Stress
(N/mm2)
0.489
0.482
0.475
0.072
0.075
0.024
0.026
0.059
0.050
0.029
0.046
0.430
0.434
0.442
0.449

Asv Required
(mm2)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Member 101 - Shear Zones Summary
Range
(m)
0.001 - 4.114
4.114 - 8.381
8.381 - 11.581
Summary: the member is safe

Asv Provided
(mm2)
101
101
101

2
2
2

Spacing
(cm)
18.5
18.5
18.5

2
2
2

Spacing
(cm)
18.5
18.5
4.0

Legs

Member 102 - Shear Zones Summary
Range
(m)
0.001 - 4.114
4.114 - 8.381
8.381 - 11.581
Summary: the member is safe

Asv Provided
(mm2)
101
101
101

Legs

Member 103 - Shear Zones Summary

Range
(m)
0.001 - 4.114
4.114 - 8.381
8.381 - 9.905
Summary: the member is safe

Asv Provided
(mm2)
101
101
101

2
2
2

Spacing
(cm)
18.5
18.5
18.5

2
2

Spacing
(cm)
18.5
18.5

2
2

Spacing
(cm)
18.5
18.5

2
2
2
2
2
2

Spacing
(cm)
18.5
18.5
18.5
4.0
18.5
18.5

2

Spacing
(cm)
18.5

Legs

Member 104 - Shear Zones Summary
Range
(m)
0.001 - 3.299
3.299 - 6.906
Summary: the member is safe

Asv Provided
(mm2)
101
101

Legs

Member 105 - Shear Zones Summary
Range
(m)
0.001 - 3.299
3.299 - 6.906
Summary: the member is safe

Asv Provided
(mm2)
101
101

Legs

Member 106 - Shear Zones Summary
Range
(m)
0.001 - 1.099
1.099 - 3.299
3.299 - 3.929
3.929 - 3.810
3.810 - 4.499
4.499 - 6.906
Summary: the member is safe

Asv Provided
(mm2)
101
101
101
101
101
101

Legs

Member 107 - Shear Zones Summary
Range
(m)
0.001 - 3.299
Summary: the member is safe

Asv Provided
(mm2)
101

Legs

Span / Effective Depth
Member
M101

Span

1
2
3
M102
1
2
3
M103
1
2
3
M104
1
2
M105
1
2
M106
1
2
3
4
M107
1
Summary: the group is safe

Length
(m)
4.115
4.267
3.200
4.115
4.267
3.200
4.115
4.267
1.524
3.300
3.607
3.300
3.607
1.100
2.200
1.200
2.407
3.300

Type
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam

Basic
Limit
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0
26.0

Modified
Limit
52.0
52.0
52.0
53.4
53.4
19.3
52.0
52.0
52.0
52.0
52.0
53.4
53.4
53.4
53.4
29.0
53.4
52.0

Span
Depth
8.8
9.1
6.9
8.8
9.1
65.3
8.8
9.1
3.3
7.1
7.7
7.1
7.7
2.4
4.7
24.5
5.2
7.1

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