Job No Sheet No Rev

2 1
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Job Information
Engineer Checked Approved

Name: Aniruddha Maity

Date: 27-Mar-19

Structure Type SPACE FRAME

Number of Nodes 4 Highest Node 4

Number of Elements 3 Highest Beam 3

Number of Basic Load Cases -2

Number of Combination Load Cases 5

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 DEAD LOAD

Primary 2 LIVELOAD
Combination 3 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
Combination 4 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
Combination 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
Combination 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
Combination 7 COMBINATION LOAD CASE 7

Nodes
Node X Y Z
(m) (m) (m)
1 0.000 0.000 0.000
2 0.000 4.500 0.000
3 6.000 4.500 0.000
4 6.000 0.000 0.000

Beams
Beam Node A Node B Length Property 
(m) (degrees)
1 1 2 4.500 1 0
2 2 3 6.000 1 0
3 3 4 4.500 1 0

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 13
 Job No Sheet No Rev
2 2
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
1 Fixed Fixed Fixed Fixed Fixed Fixed
4 Fixed Fixed Fixed - - -

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

3 GENERATED INDIAN CODE GENRAL_STRUCTURES

1 DEAD
1 LOAD 1.50
2 LIVELOAD 1.50
4 GENERATED INDIAN CODE GENRAL_STRUCTURES
1 DEAD
2 LOAD 1.20
2 LIVELOAD 1.20
5 GENERATED INDIAN CODE GENRAL_STRUCTURES
1 DEAD
3 LOAD 1.50
6 GENERATED INDIAN CODE GENRAL_STRUCTURES
1 DEAD
4 LOAD 0.90
7 COMBINATION LOAD CASE 7 1 DEAD LOAD 1.00
2 LIVELOAD 1.00
3 GENERATED INDIAN CODE GENRAL_STRUCTURES
1.00 1
4 GENERATED INDIAN CODE GENRAL_STRUCTURES
1.00 2
5 GENERATED INDIAN CODE GENRAL_STRUCTURES
1.00 3
6 GENERATED INDIAN CODE GENRAL_STRUCTURES
1.00 4

Node Displacements
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2:LIVELOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 0.000 0.000 0.000
4:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 0.000 0.000 0.000
5:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 0.000 0.000 0.000
6:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 0.000 0.000 0.000
7:COMBINATION LOAD
0.000
CASE 7 0.000 0.000 0.000 0.000 0.000 0.000
2 1:DEAD LOAD 1.119 -0.028 0.000 1.119 0.000 0.000 -0.000
2:LIVELOAD 0.042 -0.004 0.000 0.042 0.000 0.000 -0.000
3:GENERATED INDIAN
1.741
CODE GENRAL_STRUCTURES
-0.048 0.000 1.742
1 0.000 0.000 -0.001
4:GENERATED INDIAN
1.393
CODE GENRAL_STRUCTURES
-0.038 0.000 1.393
2 0.000 0.000 -0.001
5:GENERATED INDIAN
1.678
CODE GENRAL_STRUCTURES
-0.042 0.000 1.679
3 0.000 0.000 -0.001
6:GENERATED INDIAN
1.007
CODE GENRAL_STRUCTURES
-0.025 0.000 1.007
4 0.000 0.000 -0.000
7:COMBINATION LOAD
6.980
CASE 7-0.185 0.000 6.982 0.000 0.000 -0.003
3 1:DEAD LOAD 1.112 -0.036 0.000 1.112 0.000 0.000 0.000
2:LIVELOAD 0.041 -0.004 0.000 0.041 0.000 0.000 0.000
3:GENERATED INDIAN
1.729
CODE GENRAL_STRUCTURES
-0.059 0.000 1.730
1 0.000 0.000 0.000
4:GENERATED INDIAN
1.383
CODE GENRAL_STRUCTURES
-0.047 0.000 1.384
2 0.000 0.000 0.000
5:GENERATED INDIAN
1.668
CODE GENRAL_STRUCTURES
-0.053 0.000 1.669
3 0.000 0.000 0.000
6:GENERATED INDIAN
1.001
CODE GENRAL_STRUCTURES
-0.032 0.000 1.001
4 0.000 0.000 0.000

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 13
 Job No Sheet No Rev
2 3
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Node Displacements Cont...

Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
7:COMBINATION LOAD
6.933
CASE 7-0.231 0.000 6.937 0.000 0.000 0.001
4 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 -0.000
2:LIVELOAD 0.000 0.000 0.000 0.000 0.000 0.000 -0.000
3:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 0.000 0.000 -0.001
4:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 0.000 0.000 -0.001
5:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 0.000 0.000 -0.001
6:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 0.000 0.000 -0.000
7:COMBINATION LOAD
0.000
CASE 7 0.000 0.000 0.000 0.000 0.000 -0.003

Beam Displacement Detail

Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000
0.450 0.018 -0.003 0.000 0.018
0.900 0.064 -0.006 0.000 0.064
1.350 0.135 -0.008 0.000 0.135
1.800 0.228 -0.011 0.000 0.229
2.250 0.342 -0.014 0.000 0.342
2.700 0.475 -0.017 0.000 0.475
3.150 0.622 -0.020 0.000 0.622
3.600 0.780 -0.022 0.000 0.780
4.050 0.946 -0.025 0.000 0.947
4.500 1.119 -0.028 0.000 1.119
2:LIVELOAD 0.000 0.000 0.000 0.000 0.000
0.450 -0.001 -0.000 0.000 0.001
0.900 -0.002 -0.001 0.000 0.002
1.350 -0.003 -0.001 0.000 0.003
1.800 -0.003 -0.001 0.000 0.004
2.250 -0.003 -0.002 0.000 0.003
2.700 0.000 -0.002 0.000 0.002
3.150 0.006 -0.002 0.000 0.006
3.600 0.014 -0.003 0.000 0.014
4.050 0.026 -0.003 0.000 0.026
4.500 0.042 -0.003 0.000 0.042
3:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 0.000
0.450 0.026 -0.005 0.000 0.026
0.900 0.093 -0.010 0.000 0.093
1.350 0.198 -0.014 0.000 0.198
1.800 0.338 -0.019 0.000 0.338
2.250 0.509 -0.024 0.000 0.510
2.700 0.713 -0.028 0.000 0.713
3.150 0.941 -0.033 0.000 0.942

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 13
 Job No Sheet No Rev
2 4
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Displacement Detail Cont...

Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
3.600 1.191 -0.038 0.000 1.191
4.050 1.458 -0.043 0.000 1.459
4.500 1.741 -0.048 0.000 1.742
4:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 0.000
0.450 0.021 -0.004 0.000 0.021
0.900 0.074 -0.008 0.000 0.075
1.350 0.158 -0.011 0.000 0.159
1.800 0.270 -0.015 0.000 0.270
2.250 0.407 -0.019 0.000 0.408
2.700 0.570 -0.023 0.000 0.571
3.150 0.753 -0.027 0.000 0.753
3.600 0.952 -0.030 0.000 0.953
4.050 1.167 -0.034 0.000 1.167
4.500 1.393 -0.038 0.000 1.393
5:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 0.000
0.450 0.027 -0.004 0.000 0.027
0.900 0.095 -0.008 0.000 0.096
1.350 0.202 -0.013 0.000 0.202
1.800 0.343 -0.017 0.000 0.343
2.250 0.513 -0.021 0.000 0.513
2.700 0.712 -0.025 0.000 0.713
3.150 0.933 -0.030 0.000 0.933
3.600 1.170 -0.034 0.000 1.170
4.050 1.420 -0.038 0.000 1.420
4.500 1.678 -0.042 0.000 1.679
6:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 0.000
0.450 0.016 -0.003 0.000 0.016
0.900 0.057 -0.005 0.000 0.057
1.350 0.121 -0.008 0.000 0.121
1.800 0.206 -0.010 0.000 0.206
2.250 0.308 -0.013 0.000 0.308
2.700 0.427 -0.015 0.000 0.428
3.150 0.560 -0.018 0.000 0.560
3.600 0.702 -0.020 0.000 0.702
4.050 0.852 -0.023 0.000 0.852
4.500 1.007 -0.025 0.000 1.007
7:COMBINATION LOAD
0.000
CASE 7 0.000 0.000 0.000 0.000
0.450 0.106 -0.018 0.000 0.108
0.900 0.381 -0.037 0.000 0.383
1.350 0.811 -0.055 0.000 0.813
1.800 1.381 -0.074 0.000 1.383
2.250 2.076 -0.093 0.000 2.079
2.700 2.898 -0.111 0.000 2.900
3.150 3.813 -0.129 0.000 3.815
3.600 4.808 -0.148 0.000 4.810

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 4 of 13
 Job No Sheet No Rev
2 5
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Displacement Detail Cont...

Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
4.050 5.868 -0.166 0.000 5.871
4.500 6.980 -0.185 0.000 6.982
2 1:DEAD LOAD 0.000 1.119 -0.028 0.000 1.119
0.600 1.118 -0.251 0.000 1.146
1.200 1.117 -0.444 0.000 1.203
1.800 1.117 -0.587 0.000 1.262
2.400 1.116 -0.664 0.000 1.299
3.000 1.115 -0.669 0.000 1.301
3.600 1.115 -0.597 0.000 1.265
4.200 1.114 -0.472 0.000 1.210
4.800 1.113 -0.315 0.000 1.157
5.400 1.113 -0.156 0.000 1.124
6.000 1.112 -0.036 0.000 1.113
2:LIVELOAD 0.000 0.042 -0.003 0.000 0.042
0.600 0.042 -0.031 0.000 0.052
1.200 0.042 -0.059 0.000 0.072
1.800 0.041 -0.084 0.000 0.093
2.400 0.041 -0.099 0.000 0.108
3.000 0.041 -0.105 0.000 0.113
3.600 0.042 -0.098 0.000 0.106
4.200 0.041 -0.081 0.000 0.091
4.800 0.041 -0.056 0.000 0.070
5.400 0.041 -0.029 0.000 0.050
6.000 0.041 -0.004 0.000 0.041
3:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.741 -0.048 0.000
1 1.742
0.600 1.740 -0.423 0.000 1.790
1.200 1.739 -0.756 0.000 1.896
1.800 1.737 -1.006 0.000 2.008
2.400 1.736 -1.146 0.000 2.080
3.000 1.735 -1.162 0.000 2.088
3.600 1.734 -1.043 0.000 2.024
4.200 1.733 -0.829 0.000 1.921
4.800 1.731 -0.557 0.000 1.819
5.400 1.730 -0.278 0.000 1.752
6.000 1.729 -0.059 0.000 1.730
4:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.393 -0.038 0.000
2 1.393
0.600 1.392 -0.338 0.000 1.432
1.200 1.391 -0.605 0.000 1.517
1.800 1.390 -0.805 0.000 1.606
2.400 1.389 -0.917 0.000 1.664
3.000 1.388 -0.930 0.000 1.670
3.600 1.387 -0.835 0.000 1.619
4.200 1.386 -0.664 0.000 1.537
4.800 1.385 -0.446 0.000 1.455
5.400 1.384 -0.223 0.000 1.402

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 5 of 13
 Job No Sheet No Rev
2 6
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Displacement Detail Cont...

Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
6.000 1.383 -0.047 0.000 1.384
5:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.678 -0.042 0.000
3 1.679
0.600 1.677 -0.376 0.000 1.719
1.200 1.676 -0.667 0.000 1.804
1.800 1.675 -0.881 0.000 1.893
2.400 1.674 -0.996 0.000 1.948
3.000 1.673 -1.005 0.000 1.951
3.600 1.672 -0.896 0.000 1.897
4.200 1.671 -0.708 0.000 1.814
4.800 1.670 -0.472 0.000 1.735
5.400 1.669 -0.235 0.000 1.685
6.000 1.668 -0.053 0.000 1.669
6:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.007 -0.025 0.000
4 1.007
0.600 1.006 -0.226 0.000 1.031
1.200 1.006 -0.400 0.000 1.082
1.800 1.005 -0.528 0.000 1.136
2.400 1.005 -0.598 0.000 1.169
3.000 1.004 -0.603 0.000 1.171
3.600 1.003 -0.538 0.000 1.138
4.200 1.003 -0.425 0.000 1.089
4.800 1.002 -0.283 0.000 1.041
5.400 1.001 -0.141 0.000 1.011
6.000 1.001 -0.032 0.000 1.001
7:COMBINATION LOAD
0.000
CASE 7 6.980 -0.185 0.000 6.982
0.600 6.975 -1.645 0.000 7.166
1.200 6.970 -2.933 0.000 7.562
1.800 6.966 -3.892 0.000 7.979
2.400 6.961 -4.420 0.000 8.246
3.000 6.956 -4.473 0.000 8.271
3.600 6.952 -4.008 0.000 8.024
4.200 6.947 -3.179 0.000 7.640
4.800 6.943 -2.130 0.000 7.262
5.400 6.938 -1.062 0.000 7.019
6.000 6.933 -0.231 0.000 6.937
3 1:DEAD LOAD 0.000 1.112 -0.036 0.000 1.113
0.450 1.145 -0.032 0.000 1.146
0.900 1.134 -0.028 0.000 1.135
1.350 1.083 -0.025 0.000 1.083
1.800 0.996 -0.021 0.000 0.996
2.250 0.879 -0.018 0.000 0.879
2.700 0.733 -0.014 0.000 0.733
3.150 0.568 -0.011 0.000 0.568
3.600 0.387 -0.007 0.000 0.387
4.050 0.196 -0.004 0.000 0.196
4.500 0.000 0.000 0.000 0.000

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 6 of 13
 Job No Sheet No Rev
2 7
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Displacement Detail Cont...

Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
2:LIVELOAD 0.000 0.041 -0.004 0.000 0.041
0.450 0.054 -0.003 0.000 0.054
0.900 0.061 -0.003 0.000 0.061
1.350 0.064 -0.003 0.000 0.064
1.800 0.063 -0.002 0.000 0.063
2.250 0.058 -0.002 0.000 0.058
2.700 0.050 -0.002 0.000 0.050
3.150 0.040 -0.001 0.000 0.040
3.600 0.028 -0.001 0.000 0.028
4.050 0.014 -0.000 0.000 0.014
4.500 0.000 0.000 0.000 0.000
3:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.729 -0.059 0.000
1 1.730
0.450 1.798 -0.053 0.000 1.799
0.900 1.793 -0.047 0.000 1.793
1.350 1.720 -0.042 0.000 1.721
1.800 1.588 -0.036 0.000 1.589
2.250 1.405 -0.030 0.000 1.405
2.700 1.174 -0.024 0.000 1.175
3.150 0.910 -0.018 0.000 0.911
3.600 0.621 -0.012 0.000 0.621
4.050 0.315 -0.006 0.000 0.315
4.500 0.000 0.000 0.000 0.000
4:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.383 -0.047 0.000
2 1.384
0.450 1.439 -0.043 0.000 1.440
0.900 1.434 -0.038 0.000 1.435
1.350 1.376 -0.033 0.000 1.377
1.800 1.271 -0.028 0.000 1.271
2.250 1.124 -0.024 0.000 1.124
2.700 0.939 -0.019 0.000 0.940
3.150 0.728 -0.014 0.000 0.728
3.600 0.497 -0.010 0.000 0.497
4.050 0.252 -0.005 0.000 0.252
4.500 0.000 0.000 0.000 0.000
5:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.668 -0.053 0.000
3 1.669
0.450 1.718 -0.048 0.000 1.719
0.900 1.701 -0.043 0.000 1.702
1.350 1.624 -0.037 0.000 1.625
1.800 1.494 -0.032 0.000 1.495
2.250 1.319 -0.027 0.000 1.319
2.700 1.100 -0.021 0.000 1.100
3.150 0.851 -0.016 0.000 0.851
3.600 0.580 -0.011 0.000 0.580
4.050 0.294 -0.005 0.000 0.294
4.500 0.000 0.000 0.000 0.000
6:GENERATED INDIAN
0.000
CODE GENRAL_STRUCTURES
1.001 -0.032 0.000
4 1.001

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 7 of 13
 Job No Sheet No Rev
2 8
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Displacement Detail Cont...

Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
0.450 1.031 -0.029 0.000 1.031
0.900 1.021 -0.026 0.000 1.021
1.350 0.975 -0.022 0.000 0.975
1.800 0.897 -0.019 0.000 0.897
2.250 0.791 -0.016 0.000 0.791
2.700 0.660 -0.013 0.000 0.660
3.150 0.511 -0.010 0.000 0.511
3.600 0.348 -0.006 0.000 0.348
4.050 0.177 -0.003 0.000 0.177
4.500 0.000 0.000 0.000 0.000
7:COMBINATION LOAD
0.000
CASE 7 6.933 -0.231 0.000 6.937
0.450 7.185 -0.208 0.000 7.188
0.900 7.144 -0.185 0.000 7.146
1.350 6.842 -0.162 0.000 6.843
1.800 6.308 -0.139 0.000 6.310
2.250 5.576 -0.116 0.000 5.577
2.700 4.656 -0.093 0.000 4.657
3.150 3.607 -0.069 0.000 3.608
3.600 2.461 -0.046 0.000 2.461
4.050 1.248 -0.023 0.000 1.248
4.500 0.000 0.000 0.000 0.000

Beam Maximum Moments

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
1 1 4.500 1:DEAD LOAD Max +ve 0.000 0.000 0.000 17.786
Max -ve 0.000 0.000
2:LIVELOAD Max +ve 0.000 0.000 4.500 2.724
Max -ve 0.000 0.000 0.000 -0.634
3:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 25.729
Max -ve 0.000 0.000
4:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 20.583
Max -ve 0.000 0.000
5:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 26.679
Max -ve 0.000 0.000
6:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 16.008
Max -ve 0.000 0.000
7:COMBINATIONMax
LOAD
+veCASE 7 0.000 0.000 0.000 106.151
Max -ve 0.000 0.000
2 2 6.000 1:DEAD LOAD Max +ve 0.000 0.000 6.000 28.868
Max -ve 0.000 0.000 2.500 -23.715
2:LIVELOAD Max +ve 0.000 0.000 6.000 3.358

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 8 of 13
 Job No Sheet No Rev
2 9
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 0.000 0.000 3.000 -3.709
3:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 6.000
1 48.338
Max -ve 0.000 0.000 2.500 -40.934
4:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 6.000
2 38.671
Max -ve 0.000 0.000 2.500 -32.747
5:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 6.000
3 43.302
Max -ve 0.000 0.000 2.500 -35.573
6:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 6.000
4 25.981
Max -ve 0.000 0.000 2.500 -21.344
7:COMBINATIONMax
LOAD
+veCASE 7 0.000 0.000 6.000 188.517
Max -ve 0.000 0.000 2.500 -157.887
3 3 4.500 1:DEAD LOAD Max +ve 0.000 0.000 0.000 28.868
Max -ve 0.000 0.000
2:LIVELOAD Max +ve 0.000 0.000 0.000 3.358
Max -ve 0.000 0.000 4.500 -0.000
3:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 48.338
Max -ve 0.000 0.000
4:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 38.671
Max -ve 0.000 0.000
5:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 43.302
Max -ve 0.000 0.000
6:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 25.981
Max -ve 0.000 0.000
7:COMBINATIONMax
LOAD
+veCASE 7 0.000 0.000 0.000 188.517
Max -ve 0.000 0.000

Beam Maximum Shear Forces

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
1 1 4.500 1:DEAD LOAD Max +ve 0.000 0.000 0.000 3.585
Max -ve 0.000 0.000
2:LIVELOAD Max +ve 0.000 0.000
Max -ve 0.000 0.000 0.000 -0.746
3:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 4.258
Max -ve 0.000 0.000
4:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 3.407
Max -ve 0.000 0.000
5:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 5.377
Max -ve 0.000 0.000
6:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 3.226
Max -ve 0.000 0.000
7:COMBINATIONMax
LOAD
+veCASE 7 0.000 0.000 0.000 19.107

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 9 of 13
 Job No Sheet No Rev
2 10
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
Max -ve 0.000 0.000
2 2 6.000 1:DEAD LOAD Max +ve 0.000 0.000 0.000 20.636
Max -ve 0.000 0.000 6.000 -29.707
2:LIVELOAD Max +ve 0.000 0.000 0.000 4.394
Max -ve 0.000 0.000 6.000 -4.606
3:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 37.545
Max -ve 0.000 0.000 6.000 -51.469
4:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 30.036
Max -ve 0.000 0.000 6.000 -41.175
5:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 30.953
Max -ve 0.000 0.000 6.000 -44.560
6:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 18.572
Max -ve 0.000 0.000 6.000 -26.736
7:COMBINATIONMax
LOAD
+veCASE 7 0.000 0.000 0.000 142.136
Max -ve 0.000 0.000 6.000 -198.253
3 3 4.500 1:DEAD LOAD Max +ve 0.000 0.000 0.000 6.415
Max -ve 0.000 0.000
2:LIVELOAD Max +ve 0.000 0.000 0.000 0.746
Max -ve 0.000 0.000
3:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
1 10.742
Max -ve 0.000 0.000
4:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
2 8.593
Max -ve 0.000 0.000
5:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
3 9.623
Max -ve 0.000 0.000
6:GENERATED INDIAN
Max +veCODE GENRAL_STRUCTURES
0.000 0.000 0.000
4 5.774
Max -ve 0.000 0.000
7:COMBINATIONMax
LOAD
+veCASE 7 0.000 0.000 0.000 41.893
Max -ve 0.000 0.000

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 10 of 13
 Job No Sheet No Rev
2 11
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

-3.750 kN/m
-3.000 kN/m
-2.500 kN/m
-2.250 kN/m
-1.800 kN/m
-1.500 kN/m

15.000
12.000
10.000
9.000
kN kNkN

Y
Z X
Load 7

Whole Structure

Max: 6.982 mm
Max: 8.281 mm

Max: 7.212 mm

Y
Z X Load 7 : Displacement
Displacement - mm

Whole Structure Displacements 10mm:1m 7 COMBINATION LOAD CASE 7

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 11 of 13
 Job No Sheet No Rev
2 12
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

X = -19.107 kN
Y = 303.828 kN X = -41.893 kN
Z = 0.000 kN Y = 359.944 kN
MX = 0.000 kNm Z = 0.000 kN
Y
MY = 0.000 kNm MX = FREE
Z X MZ = 106.151 kNm MY = FREE Load 7
MZ = FREE

Whole Structure

Max: 188.517 kNm

Max: 188.517 kNm

-150.949 kNm

63.159 kNm 94.259 kNm

Y
Z X Load 7 : Bending Z
Moment - kNm
Max: 106.151 kNm

Whole Structure Mz 160kNm:1m 7 COMBINATION LOAD CASE 7

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 12 of 13
 Job No Sheet No Rev
2 13
Part
Software licensed to
Job Title Frame structure Ref

By Aniruddha Maity Date27-Mar-19 Chd

Client Bengal College of Engineering & Technology File frame structure.std Date/Time 27-Mar-2019 09:21

142.136 kN

19.107 kN Max: 41.893 kN

-28.058 kN

Max: -198.253 kN

19.107 kN 41.893 kN

Y
Z X Load 7 : Shear Y
Force - kN
Max: 19.107 kN 41.893 kN

Whole Structure Fy 70kN:1m 7 COMBINATION LOAD CASE 7

Print Time/Date: 28/03/2019 21:35 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 13 of 13