S.

No Load Type Possible load Calculation Staad

Selfweight including connection
Selfweight of roof cladding sheet , purlin &
Girts

Selfweight of Stringer beam & steps & platform

Grating Load for Platform

1 Dead Load Equipment (or) Valve load on operating
platform if any
Loading arm & load of pipe valves below
operating paltform
Folding staircase plaftorm (if any)
Handrail load
Dust load NA
Hung load if any
Operating platform
Folding staircase plaftorm (if any)
Staircase
Roof
2 Live Load Equipment (or) Valve load on operating
platform if any
Loading arm & load of pipe valves below
operating paltform

0 degree load
3 Wind load 90 degree load
Wind load on side cladding
Joint Weight
4 Seismic load SRSS Method

Expansion
5 Temperature load Contraction

Due to vehicle impact

6 Accidental load

Pipe Empty load

Pipe Operating load
Pipe test load
7 Pipe Rack loading
Pipe friction load
Pipe anchor load
7 Pipe Rack loading

8 Load combination Need to be updated (Both Pipe rack & Shelter)

 ROTARY ENGINEERING LIMITED

LOAD CASES

Seismic X
Seismic Z
Applicable standard = EN1998-1 ( as per DBR Cl.5.1.6 )
Combination method = SRSS
Peak ground acceleration PGA = 0.20 g ( as per DBR Cl.5.1.6 )
Soil class = C ( as per DBR Cl.5.1.6 )
Damping = 0.05
Importance factor γ1 = 1.00
Design ground acceleration ag = 0.20 g
Joint weight considered = 1.0 DL + 0.3 LL

6.3 Dead Load

Selfweight of steel is applied as selfwieght -1.10. (Additional 10% is considered for steel connections.)

Operating platform

Grating load (Light Duty) = 0.50 kN/m2

Handrail load = 0.25 kN/m (Vertical direction)

Folding Staircase

Selfweight = 2.50 kN/m2 (Assumed)

Length of the stair = 1.50
Width of the stair = 1.000 m
Shear force on each supporting point = 1.875 kN
Moment on each supporting point = 1.406 kNm

Staircase

Width of the staircase = 1.00 m

Grating load (Light Duty) = 0.50 kN/m2
 ROTARY ENGINEERING LIMITED

Load on stair beam = 0.5 x 1/2

= 0.25 kN/m

Loading arm = 10.00 kN

Roof
Selfweight of Roof sheet = 0.10 kN/m2
Roof Sheeting fittings = 0.05 kN/m2
(50% of roof sheet weight)
Self weight of purlin = 0.18 kN/m (Channel - 150x75x18)
Hung load = 0.50 kN/m2
(For Electrical & other installations)

Tributary
Unfoirm UDL Load on Roof
S.No Length
Load
kN/m2 kN/m m kN/m
1 0.65 0.18 2.88 2.049
2 0.65 0.18 6.00 4.080
3 0.65 0.18 6.25 4.243

Unfoirm Tributary
UDL Load (Girts)
S.No Load Length
kN/m2 kN/m m kN/m
1 0.15 0.18 2.88 0.611
2 0.15 0.18 4.25 0.818
3 0.15 0.18 3.83 0.754
4 0.15 0.18 4.88 0.911
5 0.15 0.18 4.50 0.855
6 0.15 0.18 3.00 0.630
Live Load

Operating platform

Operating / Maintenance platform = 5.00 kN/m2

Folding Staircase

Live load = 5.00 kN/m2

Length of the stair = 1.50 m
Width of the stair = 1.00 m
Shear force on each supporting point = 3.75 kN
Moment on each supporting point = 2.813 kNm

Staircase

Width of the staircase = 1.00 m

Load on Staircase = 5.00 kN/m2
Load on stair beam = 5 x 1/2
= 2.5 kN/m
Roof
 ROTARY ENGINEERING LIMITED

Load on roof (Inaccessible) = 0.60 kN/m2

Unfoirm Tributary
S.No Load Length Load on Roof

kN/m2 m kN/m
1 0.6 2.88 1.725
2 0.6 6.00 3.600
3 0.6 6.25 3.750

Temperature load
Temperature load is considered with a temperature variation of ±14.7˚C.
 ROTARY ENGINEERING LIMITED

WIND LOAD CALCULATION

WIND LOAD CALCULATION AS PER BS EN 1991-1: PART 4 : 2005
Design Wind Speed = 54.0 m/s 3 sec gust speed

Basic wind speed (10 minute mean value) = 38.57

Terrain Category = 0 Annexure A.2
Site Type = Sea Coastal
Directional Factor, Cdir = 1.000 Cls 4.2
Season Factor, Cseason = 1.000 Cls 4.2
Air density ɣ = 1.225 Cls 4.5
Orography Factor, Co = 1.000 Cls 4.3.3
Turbulence factor, kI = 1.000 Cls 4.4
Terrain Factor, Kr = 0.157 Cls 4.3.2

Terrain parameters
Zo = 0.003 Table 4.1
ZoII = 0.050 Table 4.1
Zmin = 1.000 Table 4.1
Z (max Height) = 7.000 m

Basic wind velocity Vb = Vbo x Cdir x Cseason (As Per EN 1991-1-4:2005-Cl 4.2)

Mean wind velocity Vm(z) = Vbp x Cr(z) x Co(z) (As Per EN 1991-1-4:2005-Cl 4.3)

Roughness Factor Cr (Z) = Kr x In (Z / Z0) for Zmin ≤ Z ≤ Zmax (As Per EN 1991-1-4:2005-Cl 4.3.2)

Peak Velocity pressure (As Per EN 1991-1-4:2005-Cl 4.5)

FOR OPEN FRAME

Wind Force Fw = p*Aref (As Per EN 1991-1-4:2005-Cl 5.3)

where, p = cs*cd*cf*qp(Ze)
(For whole structure or Structural component)
where,
CsCd Structural Factor = 1.000 Cls. 6.2
Coefficient for Structure or element Cf = Cf,0 x Ψλ

Cf,0 = 2.000 Cls 7.7

Ψλ = 1.000 Cls 7.13, Fig. Conservatively

qp (Z)
Building Station Height (Z) in m Cr(Z) Ce(Z) Vm(Z) p in kN/m2
kN/m2
Truck Loading Bay 7.000 1.22 1.91 47.057 2.60 5.20

Peak Velocity pressure qp = 2.600 kN/m2

Depth of beam considered = 0.250 m
Wind load on structural member = 1.300 kN/m
ROTARY ENGINEERING LIMITED
 ROTARY ENGINEERING LIMITED

FOR DUOPITCH CANOPY

Empty Free standing Canopy, refer figure 7.15 & 7.17 of EN1991:1-4
Roof angle α = 5 degree
CsCd = 1.000 Cls. 6.2
Blockage = 0.000 Fig. 7.15
Overall Pressure Coefficient Cf = -0.600 Table 7.7
For duopitch Canopies
Tributary length of Purlin L1 = 1.20
Tributary length of Purlin L2 = 0.84
Tributary length of Purlin L3 = 0.40

Tributary
Unfoirm Load Roof load
S.No Length
KN/m
kN/m 2
m
1 2.60 2.88 -4.49
2 2.60 6.00 -9.36
3 2.60 6.25 -9.75

FOR SIDE CLADDING GIRTS

Tributary
Unfoirm Load Load
S.No Length
kN/m 2
m kN/m
(Along Z-drection)
1 2.60 2.88 7.48
2 2.60 4.25 11.05
3 2.60 3.83 9.95
3 2.60 4.88 12.68
(Along X-drection)
1 2.60 3.00 7.80
2 2.60 4.50 11.70
ROTARY ENGINEERING LIMITED
 Horizontal Vertical Horizontal Moment
Node L/C Fx kN Fy kN Fz kN Mx kN-m My kN-m
1 1 SEISMIC LOAD +X (SQ+X) 72.101 192.053 2.602 2.65 0.007
2 SEISMIC LOAD +Z (SQ+Z) 25.358 206.747 159.253 161.42 0.154
3 DEAD LOAD(DL) -2.488 82.807 6.095 0.781 0
4 PIPE EMPTY LOAD(PEL) 0.526 12.399 0.522 0.428 0
5 PIPE OPERATING LOAD(POL) 1.345 27.263 0.97 0.821 0.001
6 LIVE LOAD(LL) -0.454 15.026 0.678 0.456 0
7 PIPE TEST LOAD(PTL) 0.92 25.524 0.366 0.371 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -15.703 -48.96 -4.206 -4.074 -0.006
10 TEMPERATURE ELONGATION (TLE) 25.632 56.765 10.448 17.327 0.001
11 TEMPERATURE CONTRACTION (TCL) -25.632 -56.765 -10.448 -17.327 -0.001
12 WIND LOAD+X(WL+X) -24.59 -66.141 -1.387 -0.829 0
13 WIND LOAD+Z(WL+Z) 1.344 -71.351 -30.894 -29.035 0
14 WIND LOAD-X(WL-X) 27.034 -8.355 -1.273 -1.081 0
15 WIND LOAD-Z(WL-Z) 1.099 -3.145 28.235 27.125 0
2 1 SEISMIC LOAD +X (SQ+X) 73.62 163.533 4.595 5.102 0.007
2 SEISMIC LOAD +Z (SQ+Z) 25.803 134.578 56.331 56.573 0.154
3 DEAD LOAD(DL) -5.404 55.133 6.151 0.994 0
4 PIPE EMPTY LOAD(PEL) 0.391 14.205 0.265 0.139 0
5 PIPE OPERATING LOAD(POL) 1.007 35.938 0.542 0.285 0.001
6 LIVE LOAD(LL) -0.917 13.812 0.89 0.67 0
7 PIPE TEST LOAD(PTL) 0.605 30.309 0.274 0.143 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -16.02 41.897 2.424 2.248 -0.006
10 TEMPERATURE ELONGATION (TLE) 15.893 -26.778 8.356 15.848 0.001
11 TEMPERATURE CONTRACTION (TCL) -15.893 26.778 -8.356 -15.848 -0.001
12 WIND LOAD+X(WL+X) -23.797 -6.03 -1.813 -1.588 0
13 WIND LOAD+Z(WL+Z) 2.556 -65.407 -28.926 -27.028 -0.005
14 WIND LOAD-X(WL-X) 28.78 -62.06 -1.949 -1.443 0
15 WIND LOAD-Z(WL-Z) 2.428 -2.683 25.164 23.997 0.005
3 1 SEISMIC LOAD +X (SQ+X) 83.138 207.688 1.421 2.617 0.006
2 SEISMIC LOAD +Z (SQ+Z) 13.824 273.242 86.946 158.635 0.23
3 DEAD LOAD(DL) -2.84 136.12 0.409 0.372 0.001
4 PIPE EMPTY LOAD(PEL) 0.74 40.691 0.08 0.128 0
5 PIPE OPERATING LOAD(POL) 1.359 71.144 0.084 0.141 0
6 LIVE LOAD(LL) -0.116 60.391 0.223 0.222 0.001
7 PIPE TEST LOAD(PTL) 0.453 14.141 -0.158 -0.232 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -12.745 -25.934 -2.123 -4.03 -0.007
10 TEMPERATURE ELONGATION (TLE) 26.45 22.314 4.507 10.237 0.013
11 TEMPERATURE CONTRACTION (TCL) -26.45 -22.314 -4.507 -10.237 -0.013
12 WIND LOAD+X(WL+X) -27.534 -107.845 -0.478 -0.382 0
13 WIND LOAD+Z(WL+Z) 3.528 -27.429 -17.591 -28.529 -0.023
 14 WIND LOAD-X(WL-X) 31.761 -47.173 -0.561 -0.617 -0.001
15 WIND LOAD-Z(WL-Z) 0.699 -127.589 16.552 27.53 0.022
4 1 SEISMIC LOAD +X (SQ+X) 85.795 176.751 2.732 4.754 0.008
2 SEISMIC LOAD +Z (SQ+Z) 12.575 153.684 30.782 52.838 0.1
3 DEAD LOAD(DL) -5.983 86.144 0.482 0.369 0
4 PIPE EMPTY LOAD(PEL) 0.667 31.995 0.044 0.046 0
5 PIPE OPERATING LOAD(POL) 1.217 58.847 0.076 0.089 0
6 LIVE LOAD(LL) -2.04 50.698 0.343 0.321 -0.001
7 PIPE TEST LOAD(PTL) 0.406 18.203 0.022 0.045 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -13.397 26.802 1.278 2.226 -0.006
10 TEMPERATURE ELONGATION (TLE) 20.203 -72.295 3.868 9.143 -0.011
11 TEMPERATURE CONTRACTION (TCL) -20.203 72.295 -3.868 -9.143 0.011
12 WIND LOAD+X(WL+X) -26.501 -25.513 -0.887 -0.832 0.001
13 WIND LOAD+Z(WL+Z) 2.017 -6.587 -16.483 -26.174 0.017
14 WIND LOAD-X(WL-X) 34.187 -77.485 -0.78 -0.69 0
15 WIND LOAD-Z(WL-Z) 5.669 -96.411 14.816 24.652 -0.017
5 1 SEISMIC LOAD +X (SQ+X) 88.521 217.598 1.452 2.62 0.006
2 SEISMIC LOAD +Z (SQ+Z) 11.817 270.762 87.183 159.134 0.231
3 DEAD LOAD(DL) -3.121 136.664 -0.418 -0.364 -0.001
4 PIPE EMPTY LOAD(PEL) 0.832 63.605 0.104 0.169 0
5 PIPE OPERATING LOAD(POL) 1.378 106.385 0.153 0.25 0
6 LIVE LOAD(LL) -0.12 60.383 -0.22 -0.217 -0.001
7 PIPE TEST LOAD(PTL) -0.012 5.146 -0.07 -0.107 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -7.703 -26.331 -2.126 -4.042 -0.008
10 TEMPERATURE ELONGATION (TLE) 26.577 21.078 -6.106 -9.812 -0.007
11 TEMPERATURE CONTRACTION (TCL) -26.577 -21.078 6.106 9.812 0.007
12 WIND LOAD+X(WL+X) -27.628 -107.791 0.567 0.545 0
13 WIND LOAD+Z(WL+Z) 0.706 -127.588 -16.559 -27.543 -0.022
14 WIND LOAD-X(WL-X) 31.874 -47.189 0.459 0.43 0.001
15 WIND LOAD-Z(WL-Z) 3.539 -27.393 17.585 28.517 0.023
6 1 SEISMIC LOAD +X (SQ+X) 91.157 175.927 2.505 4.509 0.008
2 SEISMIC LOAD +Z (SQ+Z) 10.35 153.123 30.788 52.833 0.1
3 DEAD LOAD(DL) -6.424 84.732 -0.563 -0.52 0.001
4 PIPE EMPTY LOAD(PEL) 0.697 40.791 -0.043 -0.04 0
5 PIPE OPERATING LOAD(POL) 1.164 68.034 -0.063 -0.044 0
6 LIVE LOAD(LL) -2.043 50.687 -0.349 -0.331 0.001
7 PIPE TEST LOAD(PTL) 0.024 1.258 0.021 0.057 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -7.836 20.303 1.296 2.264 -0.006
10 TEMPERATURE ELONGATION (TLE) 19.701 -75.03 -7.01 -11.592 0.011
11 TEMPERATURE CONTRACTION (TCL) -19.701 75.03 7.01 11.592 -0.011
12 WIND LOAD+X(WL+X) -26.596 -25.382 0.832 0.733 0
13 WIND LOAD+Z(WL+Z) 5.676 -96.372 -14.801 -24.625 0.017
 14 WIND LOAD-X(WL-X) 34.302 -77.565 0.864 0.841 0
15 WIND LOAD-Z(WL-Z) 2.029 -6.574 16.497 26.2 -0.017
7 1 SEISMIC LOAD +X (SQ+X) 82.044 216.529 3.008 2.628 0.006
2 SEISMIC LOAD +Z (SQ+Z) 23.356 205.374 160.122 162.389 0.155
3 DEAD LOAD(DL) -2.11 79.324 -6.036 -0.728 0
4 PIPE EMPTY LOAD(PEL) 0.697 25.914 -0.713 -0.604 0
5 PIPE OPERATING LOAD(POL) 1.181 43.26 -1.218 -1.035 -0.001
6 LIVE LOAD(LL) -0.463 14.994 -0.673 -0.451 0
7 PIPE TEST LOAD(PTL) 0.067 0.655 -0.122 -0.111 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -3.608 -4.501 -3.927 -4.081 -0.007
10 TEMPERATURE ELONGATION (TLE) 25.946 59.249 -11.083 -14.408 0.002
11 TEMPERATURE CONTRACTION (TCL) -25.946 -59.249 11.083 14.408 -0.002
12 WIND LOAD+X(WL+X) -24.624 -66.277 1.541 0.984 0
13 WIND LOAD+Z(WL+Z) 1.124 -3.055 -28.247 -27.138 0
14 WIND LOAD-X(WL-X) 27.115 -8.061 1.094 0.902 0
15 WIND LOAD-Z(WL-Z) 1.367 -71.283 30.882 29.023 0
8 1 SEISMIC LOAD +X (SQ+X) 83.696 191.839 4.895 4.457 0.007
2 SEISMIC LOAD +Z (SQ+Z) 23.72 132.381 56.319 56.553 0.155
3 DEAD LOAD(DL) -4.628 56.942 -6.294 -1.134 0
4 PIPE EMPTY LOAD(PEL) 0.522 19.892 -0.302 -0.133 0
5 PIPE OPERATING LOAD(POL) 0.897 32.938 -0.477 -0.193 -0.001
6 LIVE LOAD(LL) -0.928 13.852 -0.901 -0.681 0
7 PIPE TEST LOAD(PTL) 0.083 -0.455 0.058 0.065 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -3.704 4.883 2.318 2.394 -0.007
10 TEMPERATURE ELONGATION (TLE) 16.315 -22.739 -11.573 -15.577 0.002
11 TEMPERATURE CONTRACTION (TCL) -16.315 22.739 11.573 15.577 -0.002
12 WIND LOAD+X(WL+X) -23.828 -6.031 1.726 1.501 0
13 WIND LOAD+Z(WL+Z) 2.455 -2.793 -25.137 -23.969 -0.005
14 WIND LOAD-X(WL-X) 28.867 -62.257 2.089 1.584 0
15 WIND LOAD-Z(WL-Z) 2.583 -65.495 28.952 27.054 0.005
820 1 SEISMIC LOAD +X (SQ+X) 3.931 0.556 0.097 0.146 0.003
2 SEISMIC LOAD +Z (SQ+Z) 1.009 30.225 4.77 7.155 0.011
3 DEAD LOAD(DL) 0 6.548 0.156 0.234 0
4 PIPE EMPTY LOAD(PEL) 0 0.163 -0.024 -0.037 0
5 PIPE OPERATING LOAD(POL) 0 0.274 -0.041 -0.062 0
6 LIVE LOAD(LL) 0 15.225 0.689 1.033 0
7 PIPE TEST LOAD(PTL) 0 0.02 -0.003 -0.005 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) -0.001 0.362 -0.054 -0.082 -0.001
10 TEMPERATURE ELONGATION (TLE) 0.001 8.466 0.062 0.093 0
11 TEMPERATURE CONTRACTION (TCL) -0.001 -8.466 -0.062 -0.093 0
12 WIND LOAD+X(WL+X) -8.056 -0.271 0.041 0.061 -0.006
13 WIND LOAD+Z(WL+Z) 0 6.722 -2.566 -2.605 0
 14 WIND LOAD-X(WL-X) 8.056 -0.308 0.046 0.07 0.006
15 WIND LOAD-Z(WL-Z) 0 -7.301 2.653 2.736 0
905 1 SEISMIC LOAD +X (SQ+X) 4.805 0.515 0.092 0.137 0.004
2 SEISMIC LOAD +Z (SQ+Z) 0.951 30.174 4.761 7.142 0.011
3 DEAD LOAD(DL) 0 6.524 -0.16 -0.24 0
4 PIPE EMPTY LOAD(PEL) 0 0.16 0.024 0.036 0
5 PIPE OPERATING LOAD(POL) 0 0.277 0.042 0.063 0
6 LIVE LOAD(LL) 0 15.224 -0.689 -1.033 0
7 PIPE TEST LOAD(PTL) 0 0.039 0.006 0.009 0
8 PIPE ANCHOR LOAD(PAL) 0 0 0 0 0
9 PIPE FRICTION LOAD(PFL) 0 -0.349 -0.052 -0.079 0
10 TEMPERATURE ELONGATION (TLE) 0.001 9.31 0.065 0.098 0
11 TEMPERATURE CONTRACTION (TCL) -0.001 -9.31 -0.065 -0.098 0
12 WIND LOAD+X(WL+X) -8.056 -0.26 -0.039 -0.059 0.006
13 WIND LOAD+Z(WL+Z) 0 -7.299 -2.652 -2.735 0
14 WIND LOAD-X(WL-X) 8.056 -0.315 -0.047 -0.071 -0.006
15 WIND LOAD-Z(WL-Z) 0 6.724 2.566 2.605 0
Moment
Mz kN-m
146.159
50.89
5.709
-0.819
-2.055
1.042
-1.302
0
32.278
-50.242
50.242
35.993
-3.025
-41.631
-2.613
147.191
51.184
7.794
-0.723
-1.813
1.372
-1.078
0
32.499
-33.14
33.14
35.425
-3.889
-42.873
-3.558
165.827
24.35
6.184
-1.297
-2.349
1.069
-0.707
0
26.197
-53.873
53.873
44.415
-5.156
-53.031
-3.46
167.662
23.234
8.436
-1.246
-2.249
2.486
-0.672
0
26.66
-39.397
39.397
43.681
-3.956
-54.753
-7.117
175.793
19.706
6.762
-1.495
-2.483
1.078
-0.01
0
15.728
-53.74
53.74
44.566
-3.474
-53.22
-5.18
177.568
18.353
9.127
-1.4
-2.331
2.493
-0.035
0
15.815
-38.804
38.804
43.832
-7.131
-54.943
-3.98
165.823
46.629
4.917
-1.107
-1.89
1.063
-0.149
0
7.381
-50.941
50.941
36.06
-2.665
-41.8
-3.075
166.912
46.855
6.72
-0.982
-1.687
1.394
-0.16
0
7.448
-33.915
33.915
35.491
-3.613
-43.046
-3.942
5.756
6.743
-0.032
0
-0.003
-0.007
-0.007
0
-0.266
0.169
-0.169
10.761
-0.076
-10.724
0.114
7.044
6.7
-0.037
-0.005
-0.004
-0.007
0.011
0
0.175
0.062
-0.062
10.752
0.115
-10.712
-0.075
 Horizontal
Node L/C Fx kN
Max Fx 923 2154 1.35DL 1.35POL 1.35PAL 0.9TL-E 1.5WL-X 29.333
Min Fx 923 2040 1.35DL 1.35PDL 1.5LL 0.9TL-C 1.5WL-X -30.292
Max Fy 921 2162 1.35DL 1.35POL 1.5LL 1.35PAL 1.5TL-E 0.9WL-X 25.435
Min Fy 917 2051 1.35DL 1.35PDL 0.9TL-C 1.5WL-X -29.558
Max Fz 917 2175 1.35DL 1.35PDL 1.5LL 0.9TL-C 1.5WL-Z -10.244
Min Fz 924 2041 1.35DL 1.35PDL 1.5LL 0.9TL-E 1.5WL-Z 7.995
Max Mx 917 2009 1.35DL 1.35POL 1.35PAL 1.5TL-E 0.9WL-X 1.683
Min Mx 917 2009 1.35DL 1.35POL 1.35PAL 1.5TL-E 0.9WL-X 1.683
Max My 986 2040 1.35DL 1.35PDL 1.5LL 0.9TL-C 1.5WL-X -30.254
Min My 983 2040 1.35DL 1.35PDL 1.5LL 0.9TL-C 1.5WL-X -30.101
Max Mz 917 2009 1.35DL 1.35POL 1.35PAL 1.5TL-E 0.9WL-X 1.683
Min Mz 917 2009 1.35DL 1.35POL 1.35PAL 1.5TL-E 0.9WL-X 1.683

Horizontal
Node L/C Fx kN
Max Fx 923 2029 1DL 1POL 0.3LL 1PAL 38.837
Min Fx 924 2079 1DL 1PDL 0.3LL -41.755
Max Fy 920 2088 1DL 1POL 1.3LL 1PAL 1PFL 1.3TL-C -20.029
Min Fy 917 2075 1DL 1PDL -6.005
Max Fz 923 2073 1DL 1PDL 11.429
Min Fz 923 2035 1DL 1POL 0.3LL 1PAL -14.227
Max Mx 917 2029 1DL 1POL 0.3LL 1PAL 33.373
Min Mx 917 2029 1DL 1POL 0.3LL 1PAL 33.373
Max My 923 2073 1DL 1PDL 11.429
Min My 923 2035 1DL 1POL 0.3LL 1PAL -14.227
Max Mz 917 2029 1DL 1POL 0.3LL 1PAL 33.373
Min Mz 917 2029 1DL 1POL 0.3LL 1PAL 33.373
 Vertical Horizontal Moment
Fy kN Fz kN Mx kN-m My kN-m Mz kN-m
285.334 -0.357 0 0.082 0
6.774 0.31 0 -0.121 0
432.223 -0.653 0 0.028 0
-33.546 0.497 0 0.113 0
120.063 15.832 0 0.104 0
133.171 -15.904 0 0.11 0
202.792 -0.6 0 0.019 0
202.792 -0.6 0 0.019 0
121.745 0.425 0 0.143 0
115.504 0.403 0 -0.138 0
202.792 -0.6 0 0.019 0
202.792 -0.6 0 0.019 0

Vertical Horizontal Moment

Fy kN Fz kN Mx kN-m My kN-m Mz kN-m
223.778 1.798 0 0.148 0
-47.729 -0.833 0 -0.157 0
348.607 -0.101 0 -0.001 0
-59.306 -38.239 0 -0.161 0
184.188 38.51 0 0.297 0
61.956 -38.557 0 -0.334 0
203.854 1.545 0 -0.12 0
203.854 1.545 0 -0.12 0
184.188 38.51 0 0.297 0
61.956 -38.557 0 -0.334 0
203.854 1.545 0 -0.12 0
203.854 1.545 0 -0.12 0