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LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
1. Dead Load Structural steel sections self weight is automatically applied onto structure in STAAD. And total self weight is reported for reference. 20% extra applied as contigency to account for connections and cladding. Grating, Handrail and Stair threads etc, are calculated as shown in below table. Grating self weight = Tear plate self weight = Handrail weight =
50.00 80.00 25.00
kg/m2 kg/m2 kg/lm
= = =
0.49 0.78 0.25
kN/m2 kN/m2 kN/lm
Grating and Tear Plate Self Weight Loading Length Width Grating Weight TOS (m) (m) (kN/m2)
Total (kN)
Remarks
EL+58270 EL+58270 EL+58270 EL+58270 EL+61070 EL+61070 EL+61070 EL+61070 EL+61070 EL+62170
25.90 12.52 7.99 1.47 18.29 9.32 7.46 9.61 1.59 3.24
Grating Grating Grating Grating Tear Plate Tear Plate Tear Plate Tear Plate Tear Plate Grating
9.60 11.10 7.40 1.00 11.10 11.10 3.80 4.90 1.56 5.50
5.50 2.30 2.20 3.00 2.10 1.07 2.50 2.50 1.30 1.20
0.49 0.49 0.49 0.49 0.78 0.78 0.78 0.78 0.78 0.49
Total Load (kN)
97.39
Grating load 0.49 kN/m2 applied as FLOOR load in STAAD wherever grating and tear plate platform available Handrail Self Weight Loading Length Handrail Weight TOS (m) (kN/m)
Total (kN)
EL+58270 EL+61070 EL+62170
10.64 10.89 3.29
43.40 44.42 13.40
Total Load (kN)
0.25 0.25 0.25
24.82
Handrail load 0.25 kN/m applied as uniformly distributed load in STAAD wherever applicable in the structur
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) 2. Live Load The following live loads applied as per LAB's specification. Grating area live load = 500 kg/m2 Tear plate area live load = 500 kg/m2 Live load calculation Length TOS (m) EL+58270 EL+58270 EL+58270 EL+58270 EL+61070 EL+61070 EL+61070 EL+61070 EL+61070 EL+62170
9.60 11.10 7.40 1.00 11.10 11.10 3.80 4.90 1.56 5.50
Width (m) 5.50 2.30 2.20 3.00 2.10 1.07 2.50 2.50 1.30 1.20
Platform Applied load area (m2) (kN/m2) 52.80 25.53 16.28 3.00 23.31 11.88 9.50 12.25 2.03 6.60
4.91 4.91 4.91 4.91 4.91 4.91 4.91 4.91 4.91 4.91
Total Load (kN)
= =
4.91 4.91
kN/m2 kN/m2
Total (kN)
Remarks
258.98 125.22 79.85 14.72 114.34 58.26 46.60 60.09 9.95 32.37
Grating Grating Grating Grating Tear Plate Tear Plate Tear Plate Tear Plate Tear Plate Grating
800.37
Live load of 4.91 kN/m2 applied as AREA or FLOOR load in STAAD at each platform elevation in the structure Staircase - live load Length TOS (m) EL+58270 EL+61070 EL+62170
3.70 4.00 1.00
Width (m)
Platform area (m2)
Given load (kN/m2)
Applied load (kN/m)
Total (kN)
1.00 1.00 1.00
3.70 4.00 1.00
4.91 4.91 4.91
4.91 4.91 4.91
18.15 19.62 4.91
Total Load (kN)
42.67
Live load on staircase thread calculated along stair length and applied as uniformly distributed load in STAA 3. Equipment Load
All equipment loads are supplied by client and tabled below as per provided elevations in the structure and Equipment Loading - Bag House - as per 20342 - HOGDALEN - Bag House Loads on Structure Equipment Load (kN) Node TOS Remarks No.
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) TOS
Node No.
Remarks
EL+67170
1 2 3 4 5 6 7 8
Fx 0 1.34 0 0 0 -1.34 0 0
Fy -0.48 0 -1 1.49 0 0 0 0
Fz -150.57 -195.26 -181.5 -122.03 -102.89 -112.27 -104.02 -84.46
Dead load Dead load Dead load Dead load Dead load Dead load Dead load Dead load
EL+67170
1 2 3 4 5 6 7 8
0 -0.23 0 0 0 0.23 0 0
0.47 0 -1.1 0.63 0 0 0 0
-33.98 -49.87 -53.73 -39.68 -16.85 -22.8 -25.33 -23.19
Access Access Access Access Access Access Access Access
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
EL+67170
1 2 3 4 5 6 7 8
0 0.45 0 0 0 -0.45 0 0
-0.21 0 -0.19 0.4 0 0 0 0
-47.79 -61.91 -57.03 -37.01 -30.23 -32.84 -29.9 -23.82
Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating
EL+67170
1 2 3 4 5 6 7 8
0 -4.89 0 0 0 -1.81 0 0
-11.58 0 -0.39 1.94 0 0 0 0
8.71 5.62 3.71 4.11 -8.25 -4.88 -2.55 -0.8
Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating
EL+67170
1 2 3 4 5 6 7 8
0 46.05 0 0 0 44.45 0 0
1.65 0 0.64 -3.82 0 0 0 0
18.86 13.25 -2.8 -11.24 22.91 7.77 -12.43 -24.69
Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+
EL+67170
1 2 3 4 5 6 7 8
0 0.13 0 0 0 -0.13 0 0
98.93 0 23.33 70.06 0 0 0 0
-40.85 -46.21 -35.6 -33.96 42.81 44.26 33.62 35.94
Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+
1 2 3 4
0 0.83 0 0
-2.41 0 6.44 -4.03
-137.25 -175.83 -165.74 -120.45
Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental
EL+67170
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) EL+67170
5 6 7 8
0 -0.83 0 0
0 0 0 0
-108.8 -124.12 -122.07 -98.7
Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental
EL+67170
1 2 3 4 5 6 7 8
0 -5.62 0 0 0 -3.86 0 0
6.32 0 0.67 3.27 0 0 0 0
11.54 5.99 -1.68 -1.64 5.39 3.89 -0.04 -3.5
Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental
EL+67170
1 2 3 4 5 6 7 8
0 8.86 0 0 0 3.94 0 0
13.66 0 0.29 -3.93 0 0 0 0
-16.33 -9.98 -4.46 -5.02 9.45 5.36 3.59 2.45
Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
Friction load - Bag House 1 18.455 Fouling operating - Friction 2 24.513 Fouling operating - Friction 3 23.523 Fouling operating - Friction 4 16.171 Fouling operating - Friction EL+67170 5 11.974 Fouling operating - Friction 6 13.507 Fouling operating - Friction 7 12.935 Fouling operating - Friction 8 10.765 Fouling operating - Friction 1 14.186 7kPa operating - Friction 2 18.964 7kPa operating - Friction 3 17.779 7kPa operating - Friction 4 11.792 7kPa operating - Friction EL+67170 5 11.114 7kPa operating - Friction 6 11.715 7kPa operating - Friction 7 10.657 7kPa operating - Friction 8 8.526 7kPa operating - Friction Friction load of bag house shall be taken as 10% of (dead load + operating live load) and the calculation of f load as shown in above table and loads are applied as shown in following figures. Actilab loading - as per 20256 - HOGDALEN - Actilab Equipment Load (kN) Node TOS No. Fx Fy Fz 1 11.8 2 11.8 3 10.4 EL+58270 4 10.4 5 10.8 6 10.8
EL+58270
EL+58270
Remarks Dead load Dead load Dead load Dead load Dead load Dead load
1 2 3 4 5 6
4.5 4.5 17.8 17.8 7.7 7.7
Operating live load Operating live load Operating live load Operating live load Operating live load Operating live load
1 2 3 4
1.5 1.5 5.9 5.9
Accidental live load Accidental live load Accidental live load Accidental live load
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) EL+58270
5 2.6 Accidental live load 6 2.6 Accidental live load Friction load - Actilab 1 1.63 Friction load 2 1.63 Friction load 3 2.82 Friction load EL+58270 4 2.82 Friction load 5 1.85 Friction load 6 1.85 Friction load Friction load of actilab shall be taken as 10% of (dead load + operating live load) and the calculation of fricti load as shown in above table and loads are applied in longitudinal direction of equipment.
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
Buffer Tank - as per 20342EA00051 - HOGDALEN - Equipment loads Equipment Given Load Given Load No. of Applied Load ID (Ton) (kN) support points (kN) EL+61070 Buffer tank 2.50 24.525 4 6.131 EL+61070 Buffer tank 2.80 27.468 4 6.867 EL+61070 Buffer tank 0.50 4.905 4 1.226 Buffer tank loads are applied on the platform beam at EL+61070 and applied load in STAAD shown below. TOS
Friction load - Buffer Tank EL+61070 Buffer tank 5.30 51.993 4 12.998 Friction load of buffer tank shall be taken as 10% of (dead load + operating live load). Chain conveyor - as per 20342EA00051 - HOGDALEN - Equipment loads
Equipment Given Load Given Load Calculated Load No. of ID (Ton) (kN) (kN) support points EL+58270 Chain conveyor 18.00 176.580 53.57 4 EL+58270 Chain conveyor 9.00 88.290 27.23 4 EL+58270 Chain conveyor 2.50 24.525 7.57 4 Chain conveyor has many support points from start to end. And only 4 support points are resting on steel st So, partial amount of total load shall be taken into consideration and applied load in STAAD shown below. TOS
Friction load - Chain Conveyor EL+58270 Chain conveyor 27.00 264.870 80.80 4 Friction load of chain conveyor shall be taken as 10% of (dead load + operating live load). Residue screw - as per 20342EA00051 - HOGDALEN - Equipment loads Equipment Given Load Given Load No. of Applied Load ID (Ton) (kN) support points (kN) EL+61070 Residue screw 1.80 17.658 4 4.415 EL+61070 Residue screw 1.60 15.696 4 3.924 EL+61070 Residue screw 0.50 4.905 4 1.226 EL+61070 Rotary valve 0.50 4.905 4 1.226 LAB yet to specify load application location, (waiting for next revision of 3D model) TOS
Friction load - Residue screw EL+61070 Residue screw 3.40 33.354 4 8.339 Friction load of residue screw shall be taken as 10% of (dead load + operating live load). Labloop injection screw - as per 20342EA00051 - HOGDALEN - Equipment loads TOS
Equipment ID
Given Load (Ton)
Given Load (kN)
No. of Applied Load support points (kN)
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) Equipment Given Load Given Load No. of Applied Load ID (Ton) (kN) support points (kN) EL+58270 LL I-screw 1.00 9.810 2 4.905 EL+58270 LL I-screw 0.50 4.905 2 2.453 EL+58270 LL I-screw 0.50 4.905 2 2.453 LAB yet to specify load application location, (waiting for next revision of 3D model) TOS
Friction load - Labloop injection screw EL+58270 LL I-screw 1.50 14.715 2 7.358 Friction load of labloop injection screw shall be taken as 10% of (dead load + operating live load).
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
4. Monorail or Lifting Load
All monorail loads are supplied by client and tabled below as per provided elevation in the structure. Longitudinal horizontal force has been considered 5% of applied vertical load EN-1991-3 cl-2.5.1.2 Dynamic factors considered for vertical and horizontal loads are calculated as shown below. As per EN 1991-3 Table-2.1, 2.2, 2.4, 2.5, 2.6 related factors are extracted and shown below. Self weight of crane (Qc) - dynamic factor (φ1) Hoist load (Qh) - dynamic factor (φ2) φ2min. β2 Vh Acceleration of crane (Hl, Ht) - dynamic factor (φ5)
= 1.00 As per Table2.4 EN-1991-3 = φ2min. + β2 Vh = 1.22 = 1.05 As per Table2.4 EN-1991-3 = 0.17 As per Table2.4 EN-1991-3 = 1.00 m/sec - Assumed hoisting speed = 1.25 As per Table2.4 EN-1991-3 - forces ch
As per EN1991-3 Table2.2 - Load group - 1 selected to calculate dynamic factors and load calculation shown Monorail Loading - as per 20256EA50002 - HOGDALEN - Handling devices TOS
SWL Monorail /Trolley Beams (kg)
Hoist Load (kg)
Monorail Applied Load Vertical (kN) Load (kN) 2.943 2.943 8.339 8.339 2.943 2.943 5.886 5.886
Applied Horizontal Load (kN) 3.679 10.423 3.679 7.358
Actilab cover - A Actilab cover/screw - B/D Actilab cover - C Actilab motor - E
Remarks
EL+59500 EL+61070 EL+61070 EL+61070
1 2 1 1
300 850 300 600
EL+61070 EL+64120
1 1
850 1200
8.339 11.772
8.339 11.772
10.423 14.715
Actilab screw - H (2 trolley Bag house conveyor - I
EL+61070 EL+61070 EL+58270 EL+58270
2 2 1 1
1300 1300 850 150
12.753 12.753 8.339 1.472
12.753 12.753 8.339 1.472
15.941 15.941 10.423 1.839
Residue screw main - M Residue screw motor/mai Labloop screw - O Labloop screw motor- P
Total Load (kN)
75.54
94.42
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
5. Wind Load Wind load calculation has been prepared as per provided client information and Eurocode EN-1991-1-4 Basic wind speed (Vbo) Directional factor (Cdir) Seasonal factor (Cseason) Design wind velocity (Vb)=Vbo x Cdir x Cseason
= = = =
Peak wind velocity qp(z) Air density p Turbulence intensity Iv(z) Mean wind velocity Vm(z) Roughness factor Cr(z) Roughness factor with respect to height Kr Kr Orography factor Co(z)
= = = = = = = =
24.00 1.00 1.00 24.00
m/sec
m/sec
[1+7 Iv(z)] 0.5 p (Vm(z))^2 1.25 kg/m3 kr Vb Kl / Vm(z) Cr(z) x Co(z) x Vb kr log(z/zo) 0.19(zo/zo,II)^0.07 0.19 1.00
EN-1991-1.4-2005 E
EN-1991-1.4-2005 E EN-1991-1.4-2005 E EN-1991-1.4-2005 E EN-1991-1.4-2005 E
EN-1991-1.4-2005 cl
Iv(z) = kr Vb Kl / Cr(z) Co(z) Vb Iv(z) = kr Kl / Kr log(z/zo) Co(z) Iv(z) = Kl / log(z/zo) Co(z) Turbulence factor Kl = Terrain parameter (zo) = zo,II =
1.00 0.050 0.050
EN-1991-1.4-2005 cl for category II EN-1991-1.4-2005 Ta for category II
Wind force (Fw) = Cs Cd Cf qp(ze) Aref Structural factor (CsCd) = 1.0 Force coefficient (Cf) = 2.0
EN-1991-1.4-2005 cl EN-1991-1.4-2005 cl
Wind load calculation for zmin ≤ z ≤ zmax Height z (m) 0 3 6 9 12 15
Design wind velocity (Vb) m/sec
24
Air Turbulence Density Intensity Iv(z) (kN/m3)p 0 0.244 0.209 0.193 0.182 0.175
1.25
Terrain roughness factor (Crz) 0 0.778 0.910 0.987 1.041 1.084
Mean wind velocity (Vmz)
Peak wind velocity qp(z) kN/m2
0.000 18.670 21.831 23.680 24.992 26.009
0.000 0.590 0.733 0.823 0.889 0.942
24
18
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) 1.25 0.170
1.118
26.841
Wind load for equipment calculated as shown below: - for actilab Wind force (Fw) = Cs Cd Cf qp(ze) Aref Structural factor (CsCd) = 1.0 Force coefficient (Cf) = Cfo Ψλ = 0.522 Equivalent surface roughness (k) Reynolds number (Re) Kinematic viscosity of the air (v) Peak wind velocity (v(ze)) Peak wind velocity pressure at EL+58270 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo
= = = = = = = = = = = = =
0.2 b v(ze) / v 15x10-6 m2/s (2 qp(ze) / p)0.5 0.541 29.425 m/s 2550149.70 min(l/b , 70) 6.538 6.538 0.682 0.00015 0.766
0.986
EN-1991-1.4-2005 cl
EN-1991-1.4-2005 cl EN-1991-1.4-2005 Ta EN-1991-1.4-2005 Ta EN-1991-1.4-2005 Ta EN-1991-1.4-2005 Ta
EN-1991-1.4-2005 cl
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) - buffer tank = Cfo Ψλ = = 0.712 = 33.751 m/s = 4500072.97 = min(l/b , 70) = 0.900 = 0.900 = 0.600 = 0.00010 = 0.772
0.463
= Cfo Ψλ = = 0.541 = 29.425 m/s = 1275074.85 = min(l/b , 70) = 12.154 = 12.154 = 0.721 = 0.00031 = 0.768
0.554
= Cfo Ψλ = = 0.712 = 33.751 m/s = 1237520.07 = min(l/b , 70) = 6.727 = 6.727 = 0.683 = 0.00036 = 0.777
0.531
Force coefficient (Cf) = Cfo Ψλ = Peak wind velocity pressure at EL+58270 qp(ze) = 0.541 v(ze) = 29.425 m/s
0.511
Force coefficient (Cf) Peak wind velocity pressure at EL+61070 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo - chain conveyor Force coefficient (Cf) Peak wind velocity pressure at EL+58270 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo - residue screw Force coefficient (Cf) Peak wind velocity pressure at EL+61070 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo - labloop screw
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo Equipment wind load Equipment TOS ID
Length (m)
Width (m)
= 1373157.53 = min(l/b , 70) = 4.429 = 4.429 = 0.665 = 0.00029 = 0.768
Wind facing area (m2)
No. of Applied Wind support points load (kN)
EL+58270 Actilab 8.50 1.30 11.050 6 0.763 EL+61070 Buffer tank 1.80 2.00 3.600 4 0.297 EL+58270 Chain conveyor 7.90 0.65 5.135 4 0.385 EL+61070 Residue screw 3.70 0.55 2.035 4 0.192 EL+58270 LL-I screw 3.10 0.70 2.170 2 0.300 Wind load of equipment calculated as shown in above table and applied in STAAD at supporting points of e provided elevations.
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
6. Temperature Load Temperature load applied as +40deg centigrade as per LAB data sheet. 7. Snow Load Snow load has been calculated as per EN-1991-1.3 and as shown below. Snow load for transient design situations: Snow load (S) = µ Ce Ct Sk Snow load shape coefficient (µ) Exposure coefficient (Ce) Thermal coefficient (Ct) Characteristic snow load (Sk)
= = = =
0.80 1.00 1.00 2.00
EN-1991-1.3-2003 cl-5.3 - for roof slo EN-1991-1.3-2003 cl-5.2.7 EN-1991-1.3-2003 cl-5.2.8 kN/m2
Applied snow load (S) = 1.60 kN/m2 Snow loads has been applied on top of all required platforms wherever snow accumulation is possible. Sno structural steel members ignored due to negligible impact of snow. 8. Load Combinations The following load cases has been found for this steel structure: DL EQP LL AL SNL TL WLX+ WLXWLY+ WLY-
-
Dead load Equipment load Live load Accidental load Snow load Temperature load - positive Wind load in X-positive Wind load in X-negative Wind load in Y-positive Wind load in Y-negative
ME STUDY
AD. And total self weight tions and cladding.
- as per LAB data sheet - as per LAB data sheet - as per LAB data sheet
emarks
Grating Grating Grating Grating ar Plate ar Plate ar Plate ar Plate ar Plate Grating
ear plate platform available in the structure.
r applicable in the structure.
ME STUDY
- as per LAB data sheet - as per LAB data sheet
Remarks Grating Grating Grating Grating Tear Plate Tear Plate Tear Plate Tear Plate Tear Plate Grating
m elevation in the structure
y distributed load in STAAD
ations in the structure and applied in STAAD
n Structure
ME STUDY
d) and the calculation of friction
ME STUDY
and the calculation of friction
ME STUDY
Remarks Dead Load Live Load Accidental Load in STAAD shown below.
Friction Load
Applied Load Remarks (kN) 13.392 Dead Load 6.809 Live Load 1.892 Accidental Load oints are resting on steel structure. d in STAAD shown below.
20.201
Remarks Dead Load Live Load Accidental Load
Friction Load
Remarks
Friction Load
ME STUDY
Remarks Dead Load Live Load Accidental Load
Friction Load rating live load).
ME STUDY
on in the structure. EN-1991-3 cl-2.5.1.2
wn below. own below.
As per Table2.4 EN-1991-3 1.22 As per Table2.4 EN-1991-3 - HC1 class As per Table2.4 EN-1991-3 - HC1 class - Assumed hoisting speed le2.4 EN-1991-3 - forces change smoothly
nd load calculation shown below.
Remarks
Actilab cover - A Actilab cover/screw - B/D Actilab cover - C Actilab motor - E
k k k
Actilab screw - H (2 trolleys) Bag house conveyor - I
k k
Residue screw main - M Residue screw motor/main - N Labloop screw - O Labloop screw motor- P
k k k k
ME STUDY
Eurocode EN-1991-1-4
EN-1991-1.4-2005 Eq-1.4
EN-1991-1.4-2005 Eq-4.10 EN-1991-1.4-2005 Eq-4.7 EN-1991-1.4-2005 Eq-4.3 EN-1991-1.4-2005 Eq-4.4
EN-1991-1.4-2005 cl-4.3.1
EN-1991-1.4-2005 cl-4.4 EN-1991-1.4-2005 Table 4.1
EN-1991-1.4-2005 cl-6.3 EN-1991-1.4-2005 cl-7.7
Peak wind Wind Pressure velocity qp(z) kN/m2 kN/m2 0.000 0.590 0.733 0.823 0.889 0.942
0 1.181 1.467 1.646 1.778 1.883
ME STUDY
0.986
1.971
EN-1991-1.4-2005 cl-6.3 EN-1991-1.4-2005 cl-7.7 EN-1991-1.4-2005 Table 7.13 EN-1991-1.4-2005 Table 7.9.1 EN-1991-1.4-2005 Table 7.9.1 EN-1991-1.4-2005 Table 4.5
EN-1991-1.4-2005 cl-7.13
ME STUDY
Applied Wind load (kN)
Remarks
0.763 0.297 0.385 0.192 0.300 D at supporting points of equipment at
ME STUDY
.3-2003 cl-5.3 - for roof slope less than 30deg .3-2003 cl-5.2.7 .3-2003 cl-5.2.8
umulation is possible. Snow load on top of
8. Load Combinations The following load cases has been found for this steel structure: -
DL EQP EQP-OF EQP-A LL MRL SNL TL WLX+ WLXWLY+ WLYGk,j P Qk,l Qk,i
= = = =
Dead load - selfweight of steel structure, grating, handrail, tear plate Equipment load - equipment dead load Equipment load - equipment operating load & friction load Equipment load - equipment accidental load Live load - grating live load, tear plate live load, staircase live load Monorail load - monorail loads (vertical & horizontal) Snow load Temperature load - positive Wind load in X-positive Wind load in X-negative Wind load in Y-positive Wind load in Y-negative Characteristic value of permanent action Prestressing action Characteristic value of leading variable action Characteristic value of accompanying variable action
LC1 (DL) - Dead load
LC2 (EQP-DL) - Equipment dead load LC3 (F-OPR) - Equipment fouling operating load LC4 (7kPa) - Equipment pressure 7kPa operating load LC5 (FRI) - Equipment friction load LC6 (F-ACC) - Equipment fouling accidental load LC7 (8kPa-Ac) - Equipment presssure 8kPa accidental load LC8 (3kPa-Ac) - Equipment presssure 3kPa accidental load LC9 (LL) - Live load LC10 (HOIST) - Monorail load LC11 (SNL) - Snow load LC12 (TL) - Temperature load LC13 (WLX+) - Wind load in X+ direction LC14 (WLX-) - Wind load in X- direction LC15 (WLY+) - Wind load in Y+ direction LC16 (WLY-) - Wind load in Y- direction
Serviceability Load Combinations LC Type
Characteristic
Frequent (Fouling - Operating)
Frequent (7kPa - Operating)
LC#
LC1 (DL)
LC2 (EQP-DL)
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 141 145 146 147 148 149
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LC3 (F-OPR)
LC4 (7kPa)
1.00 1.00 1.00 1.00 1.00 1.00 1.00
LC5 (FRI)
1.00 1.00 1.00 1.00 1.00 1.00 1.00
LC6 LC7 LC8 (F-ACC) (8kPa-Ac) (3kPa-Ac)
LC9 (LL)
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.80 0.80 0.80 0.80 0.80 0.90
LC10 (HOIST)
LC11 (SNL)
LC12 (TL)
LC13 (WLX+)
1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60
0.60
1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.70
LC14 (WLX-)
LC15 (WLY+)
LC16 (WLY-)
0.60 0.60 0.60 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60
1.00
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1. 1. 1. 1. 1. 1. 1. 1.
0.20
1.0 1.0D 1.0D 1.0D 1.0D
0.60 0.60 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60
1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL
0.60 0.60 0.60 0.60 1.00 1.00 1.00
0.50 0.20 0.20 0.20
Frequent (7kPa - Operating)
Quasi-permanent Maintenance
153 157 158 159 160 161 162 163
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
0.80 0.80 0.80 0.80 0.80 0.80 1.00
0.50 0.20 0.20 0.20 0.20
1.00
0.60
1.0 1.0D 1.0D 1.0D 1.0D
1.0
Ultimate Strength Load Combinations LC1 LC LC# (DL) Type 201 1.35 202 1.35 203 1.35 204 1.35 205 1.35 206 1.35 207 1.35 208 1.35 209 1.35 210 1.35 211 1.35 212 1.35 213 1.35 214 1.35 215 1.35 216 1.35 217 1.35 218 1.35 Erection 219 1.35 220 1.35 221 1.35 222 1.35 223 1.35 224 1.35 225 1.35 226 1.35 227 1.35 228 1.35 229 1.35 230 1.35 231 1.35 232 1.35 233 1.35 234 1.35 235 1.35 236 1.35 237 1.35 238 1.35 239 1.35 240 1.35 241 1.35 242 1.35 Operating (Fouling - Operating) 243 1.35
LC2 (EQP-DL) 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35
LC3 (F-OPR)
1.50 1.50 1.50 1.50 1.50 1.50 1.50
LC4 (7kPa)
LC5 (FRI)
1.50 1.50 1.50 1.50 1.50 1.50 1.50
LC6 LC7 LC8 (F-ACC) (8kPa-Ac) (3kPa-Ac)
LC9 (LL)
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
LC10 (HOIST)
LC11 (SNL)
LC12 (TL)
LC13 (WLX+)
1.50 1.50 1.50 1.50 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05
0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90
0.90
1.50 1.50 1.50 1.50 1.05 1.05 1.05 1.05
LC14 (WLX-)
LC15 (WLY+)
LC16 (WLY-)
0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50
1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50
1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL
0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90
1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35
Operating (Fouling - Operating)
Operating (7kPa - Operating)
Accidental (Equipment-fouling operating+fouling accidental+friction) Accidental (Equipmentoperating (8kPa ACC) +friction) Accidental (Equipmentoperating (3kPa ACC) +friction)
Maintenance
244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278
1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.35 1.35 1.35
1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.35 1.35 1.35
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.50
1.00 1.00 1.00 1.00 1.00
0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.20 0.20 0.20 0.20
1.00 1.00 1.00 1.00 1.00
0.50 0.20 0.20 0.20 0.20 1.00 1.00 1.00 1.00 1.00
0.50 0.20 0.20 0.20 0.20 1.50 1.50 1.50
1.00 1.35 1.00
0.90 0.90 1.50
1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.0D 1.0DL 1.0DL 1.0DL 1.0DL 1.0 1.0D 1.0D 1.0D 1.0D 1.0 1.0D 1.0D 1.0D 1.0D 1.3 1.35 1
1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLX+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLX1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLY+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLY1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLX+ 1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLX1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLY+ 1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLY1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLX+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLX1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLY+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLY1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLX+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLX1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLY+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLY1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.9LL 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.5TH 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLX+ 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLX1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLY+ 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLY1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.9LL
Table-A1.4 SNL - leading TH & WL - accompanying Table-A1.4 TH - leading SNL & WL - accompanying Table-A1.4 WL - leading TH & SNL - accompanying Table-A1.4 TH - leading WL - accompanying Table-A1.4 WL - leading TH - accompanying Table-A1.4 SNL - leading WL - accompanying Table-A1.4 WL - leading SNL - accompanying Table-A1.4 TH - leading WL - accompanying Table-A1.4 WL - leading TH - accompanying Table-A1.4 LL - leading Table-A1.4 TH - leading Table-A1.4 WL - leading LL- accompanying Table-A1.4 LL - leading
1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.5TH 1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLX+ 1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLX1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLY+ 1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLY1.0DL + 1.0EQPDL+ 0.8LL 1.0DL + 1.0EQPDL 1.0DL + 1.0EQPDL+ 0.8LL +1.0LL + 1.0HOIST + 1.0 TL
Table-A1.4 TH - leading Table-A1.4 WL - leading LL- accompanying Table-A1.4 Table-A1.4
1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLX+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLX1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLY+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLY1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY+
Table-A1.2B SNL - leading TH & WL - accompanying Table-A1.2B TH - leading SNL & WL - accompanying Table-A1.2B WL - leading TH & SNL - accompanying Table-A1.2B TH - leading WL - accompanying Table-A1.2B WL - leading TH - accompanying Table-A1.2B SNL - leading WL - accompanying Table-A1.2B WL - leading SNL - accompanying Table-A1.2B TH - leading WL - accompanying Table-A1.2B WL - leading TH - accompanying Table-A1.2B LL - leading SNL-TH-WL - accompanying Table-A1.2B TH - leading LL-SNL-WL - accompanying
1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY1.0DL + 1.0EQPDL+ 1.0LL + 0.50TL (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX+ (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX- (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY+ (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY- (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.50TL (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX+ (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX- (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY+ (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY- (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.50TL (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX+ (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX- (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY+ (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY- (3kPa accidental) 1.35DL + 1.35EQPDL+ 1.5 LL + 1.0HOIST + (1.5*0.6)TL 1.35DL + 1.35EQPDL+ 1.5 LL + 1.35HOIST + (1.5*0.6)TL 1.35DL + 1.35EQPDL+ 1.5 LL + 1.00HOIST + 1.5TL
Table-A1.2B TH - leading LL-SNL-WL - accompanying Table-A1.2B WL - leading LL-TH-SNL - accompanying Table-A1.2B LL - leading SNL-TH-WL - accompanying Table-A1.2B TH - leading LL-SNL-WL - accompanying Table-A1.2B WL - leading LL-TH-SNL - accompanying Table-A1.3 - with TL Table-A1.3-with WL Table-A1.3 - with TL Table-A1.3-with WL Table-A1.3 - with TL Table-A1.3-with WL
EN-1991-3 Table-A.1 & A.2
Equipment Loading - Bag House - as per 20342 - HOGDALEN - Bag House Loads on Structure Equipment Load (kN) Node TOS No. Fx Fy Fz 1 0 -0.48 -150.57 2 1.34 0 -195.26 3 0 -1 -181.5 4 0 1.49 -122.03 EL+67170 5 0 0 -102.89 6 -1.34 0 -112.27 7 0 0 -104.02 8 0 0 -84.46
EL+67170
1 2 3 4 5 6 7 8
0 -0.23 0 0 0 0.23 0 0
0.47 0 -1.1 0.63 0 0 0 0
-33.98 -49.87 -53.73 -39.68 -16.85 -22.8 -25.33 -23.19
EL+67170
1 2 3 4 5 6 7 8
0 0.45 0 0 0 -0.45 0 0
-0.21 0 -0.19 0.4 0 0 0 0
-47.79 -61.91 -57.03 -37.01 -30.23 -32.84 -29.9 -23.82
EL+67170
1 2 3 4 5 6 7 8
0 -4.89 0 0 0 -1.81 0 0
-11.58 0 -0.39 1.94 0 0 0 0
8.71 5.62 3.71 4.11 -8.25 -4.88 -2.55 -0.8
1 2 3 4 5 6 7
0 46.05 0 0 0 44.45 0
1.65 0 0.64 -3.82 0 0 0
18.86 13.25 -2.8 -11.24 22.91 7.77 -12.43
EL+67170
EL+67170
8
0
0
-24.69
EL+67170
1 2 3 4 5 6 7 8
0 0.13 0 0 0 -0.13 0 0
98.93 0 23.33 70.06 0 0 0 0
-40.85 -46.21 -35.6 -33.96 42.81 44.26 33.62 35.94
EL+67170
1 2 3 4 5 6 7 8
0 0.83 0 0 0 -0.83 0 0
-2.41 0 6.44 -4.03 0 0 0 0
-137.25 -175.83 -165.74 -120.45 -108.8 -124.12 -122.07 -98.7
EL+67170
1 2 3 4 5 6 7 8
0 -5.62 0 0 0 -3.86 0 0
6.32 0 0.67 3.27 0 0 0 0
11.54 5.99 -1.68 -1.64 5.39 3.89 -0.04 -3.5
EL+67170
1 2 3 4 5 6 7 8
0 8.86 0 0 0 3.94 0 0
13.66 0 0.29 -3.93 0 0 0 0
-16.33 -9.98 -4.46 -5.02 9.45 5.36 3.59 2.45
1 2 3 4 5 6 7 8 1
18.455 24.513 23.523 16.171 11.974 13.507 12.935 10.765 14.186
Friction load - Bag House
EL+67170
EL+67170
Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction 7kPa operating - Friction
EL+67170
2 3 4 5 6 7 8
18.964 17.779 11.792 11.114 11.715 10.657 8.526
7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction
ouse Loads on Structure Remarks Dead load Dead load Dead load Dead load Dead load Dead load Dead load Dead load Access Access Access Access Access Access Access Access Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+
Wind-X+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental
Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction 7kPa operating - Friction
7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction
1 2 3 4
270 CON 267 CON 260 CON 257 CON
FX (GX) GX GX GX GX
0.955 0.105 1.325 0.575
270 CON 267 CON 260 CON 257 CON
FY (GZ) GZ GZ GZ GZ
0.955 0.105 1.325 0.575
5 6 7 8
284 CON 287 CON 294 CON 297 CON
GX GX GX GX
0.575 1.325 0.105 0.955
284 CON 287 CON 294 CON 297 CON
GZ GZ GZ GZ
0.575 1.325 0.105 0.955
1 2 3 4
270 CON 267 CON 260 CON 257 CON
0.955 0.105 1.325 0.575
5 6 7 8
284 CON 287 CON 294 CON 297 CON
0.575 1.325 0.105 0.955
270 CON 267 CON 260 CON 257 CON
FZ (GY) GY -150.57 GY -195.26 GY -181.5 GY -122.03
0.955 0.105 1.325 0.575
284 CON 287 CON 294 CON 297 CON
GY GY GY GY
0.575 1.325 0.105 0.955
-102.89 -112.27 -104.02 -84.46
1. Dead Load Structural steel sections self weight is automatically applied onto structure in STAAD. And total self weight is reported for reference. 20% extra applied as contigency to account for connections and cladding. Grating, Handrail and Stair threads etc, are calculated as shown in below table. Grating self weight = Tear plate self weight = Handrail weight =
50.00 80.00 25.00
kg/m2 kg/m2 kg/lm
= = =
0.49 0.78 0.25
kN/m2 kN/m2 kN/lm
Grating and Tear Plate Self Weight Loading Length Width Grating Weight TOS (m) (m) (kN/m2)
Total (kN)
Remarks
EL+58270 EL+58270 EL+58270 EL+58270 EL+61070 EL+61070 EL+61070 EL+61070 EL+61070 EL+62170
25.90 12.52 7.99 1.47 18.29 9.32 7.46 9.61 1.59 3.24
Grating Grating Grating Grating Tear Plate Tear Plate Tear Plate Tear Plate Tear Plate Grating
9.60 11.10 7.40 1.00 11.10 11.10 3.80 4.90 1.56 5.50
5.50 2.30 2.20 3.00 2.10 1.07 2.50 2.50 1.30 1.20
0.49 0.49 0.49 0.49 0.78 0.78 0.78 0.78 0.78 0.49
Total Load (kN)
97.39
Grating load 0.49 kN/m2 applied as FLOOR load in STAAD wherever grating and tear plate platform available Handrail Self Weight Loading Length Handrail Weight TOS (m) (kN/m)
Total (kN)
EL+58270 EL+61070 EL+62170
10.64 10.89 3.29
43.40 44.42 13.40
Total Load (kN)
0.25 0.25 0.25
24.82
Handrail load 0.25 kN/m applied as uniformly distributed load in STAAD wherever applicable in the structur
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) 2. Live Load The following live loads applied as per LAB's specification. Grating area live load = 500 kg/m2 Tear plate area live load = 500 kg/m2 Live load calculation Length TOS (m) EL+58270 EL+58270 EL+58270 EL+58270 EL+61070 EL+61070 EL+61070 EL+61070 EL+61070 EL+62170
9.60 11.10 7.40 1.00 11.10 11.10 3.80 4.90 1.56 5.50
Width (m) 5.50 2.30 2.20 3.00 2.10 1.07 2.50 2.50 1.30 1.20
Platform Applied load area (m2) (kN/m2) 52.80 25.53 16.28 3.00 23.31 11.88 9.50 12.25 2.03 6.60
4.91 4.91 4.91 4.91 4.91 4.91 4.91 4.91 4.91 4.91
Total Load (kN)
= =
4.91 4.91
kN/m2 kN/m2
Total (kN)
Remarks
258.98 125.22 79.85 14.72 114.34 58.26 46.60 60.09 9.95 32.37
Grating Grating Grating Grating Tear Plate Tear Plate Tear Plate Tear Plate Tear Plate Grating
800.37
Live load of 4.91 kN/m2 applied as AREA or FLOOR load in STAAD at each platform elevation in the structure Staircase - live load Length TOS (m) EL+58270 EL+61070 EL+62170
3.70 4.00 1.00
Width (m)
Platform area (m2)
Given load (kN/m2)
Applied load (kN/m)
Total (kN)
1.00 1.00 1.00
3.70 4.00 1.00
4.91 4.91 4.91
4.91 4.91 4.91
18.15 19.62 4.91
Total Load (kN)
42.67
Live load on staircase thread calculated along stair length and applied as uniformly distributed load in STAA 3. Equipment Load
All equipment loads are supplied by client and tabled below as per provided elevations in the structure and Equipment Loading - Bag House - as per 20342 - HOGDALEN - Bag House Loads on Structure Equipment Load (kN) Node TOS Remarks No.
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) TOS
Node No.
Remarks
EL+67170
1 2 3 4 5 6 7 8
Fx 0 1.34 0 0 0 -1.34 0 0
Fy -0.48 0 -1 1.49 0 0 0 0
Fz -150.57 -195.26 -181.5 -122.03 -102.89 -112.27 -104.02 -84.46
Dead load Dead load Dead load Dead load Dead load Dead load Dead load Dead load
EL+67170
1 2 3 4 5 6 7 8
0 -0.23 0 0 0 0.23 0 0
0.47 0 -1.1 0.63 0 0 0 0
-33.98 -49.87 -53.73 -39.68 -16.85 -22.8 -25.33 -23.19
Access Access Access Access Access Access Access Access
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
EL+67170
1 2 3 4 5 6 7 8
0 0.45 0 0 0 -0.45 0 0
-0.21 0 -0.19 0.4 0 0 0 0
-47.79 -61.91 -57.03 -37.01 -30.23 -32.84 -29.9 -23.82
Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating
EL+67170
1 2 3 4 5 6 7 8
0 -4.89 0 0 0 -1.81 0 0
-11.58 0 -0.39 1.94 0 0 0 0
8.71 5.62 3.71 4.11 -8.25 -4.88 -2.55 -0.8
Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating
EL+67170
1 2 3 4 5 6 7 8
0 46.05 0 0 0 44.45 0 0
1.65 0 0.64 -3.82 0 0 0 0
18.86 13.25 -2.8 -11.24 22.91 7.77 -12.43 -24.69
Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+
EL+67170
1 2 3 4 5 6 7 8
0 0.13 0 0 0 -0.13 0 0
98.93 0 23.33 70.06 0 0 0 0
-40.85 -46.21 -35.6 -33.96 42.81 44.26 33.62 35.94
Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+
1 2 3 4
0 0.83 0 0
-2.41 0 6.44 -4.03
-137.25 -175.83 -165.74 -120.45
Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental
EL+67170
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) EL+67170
5 6 7 8
0 -0.83 0 0
0 0 0 0
-108.8 -124.12 -122.07 -98.7
Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental
EL+67170
1 2 3 4 5 6 7 8
0 -5.62 0 0 0 -3.86 0 0
6.32 0 0.67 3.27 0 0 0 0
11.54 5.99 -1.68 -1.64 5.39 3.89 -0.04 -3.5
Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental
EL+67170
1 2 3 4 5 6 7 8
0 8.86 0 0 0 3.94 0 0
13.66 0 0.29 -3.93 0 0 0 0
-16.33 -9.98 -4.46 -5.02 9.45 5.36 3.59 2.45
Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
Friction load - Bag House 1 18.455 Fouling operating - Friction 2 24.513 Fouling operating - Friction 3 23.523 Fouling operating - Friction 4 16.171 Fouling operating - Friction EL+67170 5 11.974 Fouling operating - Friction 6 13.507 Fouling operating - Friction 7 12.935 Fouling operating - Friction 8 10.765 Fouling operating - Friction 1 14.186 7kPa operating - Friction 2 18.964 7kPa operating - Friction 3 17.779 7kPa operating - Friction 4 11.792 7kPa operating - Friction EL+67170 5 11.114 7kPa operating - Friction 6 11.715 7kPa operating - Friction 7 10.657 7kPa operating - Friction 8 8.526 7kPa operating - Friction Friction load of bag house shall be taken as 10% of (dead load + operating live load) and the calculation of f load as shown in above table and loads are applied as shown in following figures. Actilab loading - as per 20256 - HOGDALEN - Actilab Equipment Load (kN) Node TOS No. Fx Fy Fz 1 11.8 2 11.8 3 10.4 EL+58270 4 10.4 5 10.8 6 10.8
EL+58270
EL+58270
Remarks Dead load Dead load Dead load Dead load Dead load Dead load
1 2 3 4 5 6
4.5 4.5 17.8 17.8 7.7 7.7
Operating live load Operating live load Operating live load Operating live load Operating live load Operating live load
1 2 3 4
1.5 1.5 5.9 5.9
Accidental live load Accidental live load Accidental live load Accidental live load
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) EL+58270
5 2.6 Accidental live load 6 2.6 Accidental live load Friction load - Actilab 1 1.63 Friction load 2 1.63 Friction load 3 2.82 Friction load EL+58270 4 2.82 Friction load 5 1.85 Friction load 6 1.85 Friction load Friction load of actilab shall be taken as 10% of (dead load + operating live load) and the calculation of fricti load as shown in above table and loads are applied in longitudinal direction of equipment.
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
Buffer Tank - as per 20342EA00051 - HOGDALEN - Equipment loads Equipment Given Load Given Load No. of Applied Load ID (Ton) (kN) support points (kN) EL+61070 Buffer tank 2.50 24.525 4 6.131 EL+61070 Buffer tank 2.80 27.468 4 6.867 EL+61070 Buffer tank 0.50 4.905 4 1.226 Buffer tank loads are applied on the platform beam at EL+61070 and applied load in STAAD shown below. TOS
Friction load - Buffer Tank EL+61070 Buffer tank 5.30 51.993 4 12.998 Friction load of buffer tank shall be taken as 10% of (dead load + operating live load). Chain conveyor - as per 20342EA00051 - HOGDALEN - Equipment loads
Equipment Given Load Given Load Calculated Load No. of ID (Ton) (kN) (kN) support points EL+58270 Chain conveyor 18.00 176.580 53.57 4 EL+58270 Chain conveyor 9.00 88.290 27.23 4 EL+58270 Chain conveyor 2.50 24.525 7.57 4 Chain conveyor has many support points from start to end. And only 4 support points are resting on steel st So, partial amount of total load shall be taken into consideration and applied load in STAAD shown below. TOS
Friction load - Chain Conveyor EL+58270 Chain conveyor 27.00 264.870 80.80 4 Friction load of chain conveyor shall be taken as 10% of (dead load + operating live load). Residue screw - as per 20342EA00051 - HOGDALEN - Equipment loads Equipment Given Load Given Load No. of Applied Load ID (Ton) (kN) support points (kN) EL+61070 Residue screw 1.80 17.658 4 4.415 EL+61070 Residue screw 1.60 15.696 4 3.924 EL+61070 Residue screw 0.50 4.905 4 1.226 EL+61070 Rotary valve 0.50 4.905 4 1.226 LAB yet to specify load application location, (waiting for next revision of 3D model) TOS
Friction load - Residue screw EL+61070 Residue screw 3.40 33.354 4 8.339 Friction load of residue screw shall be taken as 10% of (dead load + operating live load). Labloop injection screw - as per 20342EA00051 - HOGDALEN - Equipment loads TOS
Equipment ID
Given Load (Ton)
Given Load (kN)
No. of Applied Load support points (kN)
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) Equipment Given Load Given Load No. of Applied Load ID (Ton) (kN) support points (kN) EL+58270 LL I-screw 1.00 9.810 2 4.905 EL+58270 LL I-screw 0.50 4.905 2 2.453 EL+58270 LL I-screw 0.50 4.905 2 2.453 LAB yet to specify load application location, (waiting for next revision of 3D model) TOS
Friction load - Labloop injection screw EL+58270 LL I-screw 1.50 14.715 2 7.358 Friction load of labloop injection screw shall be taken as 10% of (dead load + operating live load).
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
4. Monorail or Lifting Load
All monorail loads are supplied by client and tabled below as per provided elevation in the structure. Longitudinal horizontal force has been considered 5% of applied vertical load EN-1991-3 cl-2.5.1.2 Dynamic factors considered for vertical and horizontal loads are calculated as shown below. As per EN 1991-3 Table-2.1, 2.2, 2.4, 2.5, 2.6 related factors are extracted and shown below. Self weight of crane (Qc) - dynamic factor (φ1) Hoist load (Qh) - dynamic factor (φ2) φ2min. β2 Vh Acceleration of crane (Hl, Ht) - dynamic factor (φ5)
= 1.00 As per Table2.4 EN-1991-3 = φ2min. + β2 Vh = 1.22 = 1.05 As per Table2.4 EN-1991-3 = 0.17 As per Table2.4 EN-1991-3 = 1.00 m/sec - Assumed hoisting speed = 1.25 As per Table2.4 EN-1991-3 - forces ch
As per EN1991-3 Table2.2 - Load group - 1 selected to calculate dynamic factors and load calculation shown Monorail Loading - as per 20256EA50002 - HOGDALEN - Handling devices TOS
SWL Monorail /Trolley Beams (kg)
Hoist Load (kg)
Monorail Applied Load Vertical (kN) Load (kN) 2.943 2.943 8.339 8.339 2.943 2.943 5.886 5.886
Applied Horizontal Load (kN) 3.679 10.423 3.679 7.358
Actilab cover - A Actilab cover/screw - B/D Actilab cover - C Actilab motor - E
Remarks
EL+59500 EL+61070 EL+61070 EL+61070
1 2 1 1
300 850 300 600
EL+61070 EL+64120
1 1
850 1200
8.339 11.772
8.339 11.772
10.423 14.715
Actilab screw - H (2 trolley Bag house conveyor - I
EL+61070 EL+61070 EL+58270 EL+58270
2 2 1 1
1300 1300 850 150
12.753 12.753 8.339 1.472
12.753 12.753 8.339 1.472
15.941 15.941 10.423 1.839
Residue screw main - M Residue screw motor/mai Labloop screw - O Labloop screw motor- P
Total Load (kN)
75.54
94.42
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
5. Wind Load Wind load calculation has been prepared as per provided client information and Eurocode EN-1991-1-4 Basic wind speed (Vbo) Directional factor (Cdir) Seasonal factor (Cseason) Design wind velocity (Vb)=Vbo x Cdir x Cseason
= = = =
Peak wind velocity qp(z) Air density p Turbulence intensity Iv(z) Mean wind velocity Vm(z) Roughness factor Cr(z) Roughness factor with respect to height Kr Kr Orography factor Co(z)
= = = = = = = =
24.00 1.00 1.00 24.00
m/sec
m/sec
[1+7 Iv(z)] 0.5 p (Vm(z))^2 1.25 kg/m3 kr Vb Kl / Vm(z) Cr(z) x Co(z) x Vb kr log(z/zo) 0.19(zo/zo,II)^0.07 0.19 1.00
EN-1991-1.4-2005 E
EN-1991-1.4-2005 E EN-1991-1.4-2005 E EN-1991-1.4-2005 E EN-1991-1.4-2005 E
EN-1991-1.4-2005 cl
Iv(z) = kr Vb Kl / Cr(z) Co(z) Vb Iv(z) = kr Kl / Kr log(z/zo) Co(z) Iv(z) = Kl / log(z/zo) Co(z) Turbulence factor Kl = Terrain parameter (zo) = zo,II =
1.00 0.050 0.050
EN-1991-1.4-2005 cl for category II EN-1991-1.4-2005 Ta for category II
Wind force (Fw) = Cs Cd Cf qp(ze) Aref Structural factor (CsCd) = 1.0 Force coefficient (Cf) = 2.0
EN-1991-1.4-2005 cl EN-1991-1.4-2005 cl
Wind load calculation for zmin ≤ z ≤ zmax Height z (m) 0 3 6 9 12 15
Design wind velocity (Vb) m/sec
24
Air Turbulence Density Intensity Iv(z) (kN/m3)p 0 0.244 0.209 0.193 0.182 0.175
1.25
Terrain roughness factor (Crz) 0 0.778 0.910 0.987 1.041 1.084
Mean wind velocity (Vmz)
Peak wind velocity qp(z) kN/m2
0.000 18.670 21.831 23.680 24.992 26.009
0.000 0.590 0.733 0.823 0.889 0.942
24
18
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) 1.25 0.170
1.118
26.841
Wind load for equipment calculated as shown below: - for actilab Wind force (Fw) = Cs Cd Cf qp(ze) Aref Structural factor (CsCd) = 1.0 Force coefficient (Cf) = Cfo Ψλ = 0.522 Equivalent surface roughness (k) Reynolds number (Re) Kinematic viscosity of the air (v) Peak wind velocity (v(ze)) Peak wind velocity pressure at EL+58270 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo
= = = = = = = = = = = = =
0.2 b v(ze) / v 15x10-6 m2/s (2 qp(ze) / p)0.5 0.541 29.425 m/s 2550149.70 min(l/b , 70) 6.538 6.538 0.682 0.00015 0.766
0.986
EN-1991-1.4-2005 cl
EN-1991-1.4-2005 cl EN-1991-1.4-2005 Ta EN-1991-1.4-2005 Ta EN-1991-1.4-2005 Ta EN-1991-1.4-2005 Ta
EN-1991-1.4-2005 cl
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) - buffer tank = Cfo Ψλ = = 0.712 = 33.751 m/s = 4500072.97 = min(l/b , 70) = 0.900 = 0.900 = 0.600 = 0.00010 = 0.772
0.463
= Cfo Ψλ = = 0.541 = 29.425 m/s = 1275074.85 = min(l/b , 70) = 12.154 = 12.154 = 0.721 = 0.00031 = 0.768
0.554
= Cfo Ψλ = = 0.712 = 33.751 m/s = 1237520.07 = min(l/b , 70) = 6.727 = 6.727 = 0.683 = 0.00036 = 0.777
0.531
Force coefficient (Cf) = Cfo Ψλ = Peak wind velocity pressure at EL+58270 qp(ze) = 0.541 v(ze) = 29.425 m/s
0.511
Force coefficient (Cf) Peak wind velocity pressure at EL+61070 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo - chain conveyor Force coefficient (Cf) Peak wind velocity pressure at EL+58270 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo - residue screw Force coefficient (Cf) Peak wind velocity pressure at EL+61070 qp(ze) v(ze) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo - labloop screw
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41) Re Effective slenderness factor (λ) l/b Effective slenderness factor (λ) End effect factor (Ψλ) (k/b) Cfo Equipment wind load Equipment TOS ID
Length (m)
Width (m)
= 1373157.53 = min(l/b , 70) = 4.429 = 4.429 = 0.665 = 0.00029 = 0.768
Wind facing area (m2)
No. of Applied Wind support points load (kN)
EL+58270 Actilab 8.50 1.30 11.050 6 0.763 EL+61070 Buffer tank 1.80 2.00 3.600 4 0.297 EL+58270 Chain conveyor 7.90 0.65 5.135 4 0.385 EL+61070 Residue screw 3.70 0.55 2.035 4 0.192 EL+58270 LL-I screw 3.10 0.70 2.170 2 0.300 Wind load of equipment calculated as shown in above table and applied in STAAD at supporting points of e provided elevations.
LABLOOP DUCT & STRUCTURE FRAME STUDY (LAB_20342-22& 41)
6. Temperature Load Temperature load applied as +40deg centigrade as per LAB data sheet. 7. Snow Load Snow load has been calculated as per EN-1991-1.3 and as shown below. Snow load for transient design situations: Snow load (S) = µ Ce Ct Sk Snow load shape coefficient (µ) Exposure coefficient (Ce) Thermal coefficient (Ct) Characteristic snow load (Sk)
= = = =
0.80 1.00 1.00 2.00
EN-1991-1.3-2003 cl-5.3 - for roof slo EN-1991-1.3-2003 cl-5.2.7 EN-1991-1.3-2003 cl-5.2.8 kN/m2
Applied snow load (S) = 1.60 kN/m2 Snow loads has been applied on top of all required platforms wherever snow accumulation is possible. Sno structural steel members ignored due to negligible impact of snow. 8. Load Combinations The following load cases has been found for this steel structure: DL EQP LL AL SNL TL WLX+ WLXWLY+ WLY-
-
Dead load Equipment load Live load Accidental load Snow load Temperature load - positive Wind load in X-positive Wind load in X-negative Wind load in Y-positive Wind load in Y-negative
ME STUDY
AD. And total self weight tions and cladding.
- as per LAB data sheet - as per LAB data sheet - as per LAB data sheet
emarks
Grating Grating Grating Grating ar Plate ar Plate ar Plate ar Plate ar Plate Grating
ear plate platform available in the structure.
r applicable in the structure.
ME STUDY
- as per LAB data sheet - as per LAB data sheet
Remarks Grating Grating Grating Grating Tear Plate Tear Plate Tear Plate Tear Plate Tear Plate Grating
m elevation in the structure
y distributed load in STAAD
ations in the structure and applied in STAAD
n Structure
ME STUDY
d) and the calculation of friction
ME STUDY
and the calculation of friction
ME STUDY
Remarks Dead Load Live Load Accidental Load in STAAD shown below.
Friction Load
Applied Load Remarks (kN) 13.392 Dead Load 6.809 Live Load 1.892 Accidental Load oints are resting on steel structure. d in STAAD shown below.
20.201
Remarks Dead Load Live Load Accidental Load
Friction Load
Remarks
Friction Load
ME STUDY
Remarks Dead Load Live Load Accidental Load
Friction Load rating live load).
ME STUDY
on in the structure. EN-1991-3 cl-2.5.1.2
wn below. own below.
As per Table2.4 EN-1991-3 1.22 As per Table2.4 EN-1991-3 - HC1 class As per Table2.4 EN-1991-3 - HC1 class - Assumed hoisting speed le2.4 EN-1991-3 - forces change smoothly
nd load calculation shown below.
Remarks
Actilab cover - A Actilab cover/screw - B/D Actilab cover - C Actilab motor - E
k k k
Actilab screw - H (2 trolleys) Bag house conveyor - I
k k
Residue screw main - M Residue screw motor/main - N Labloop screw - O Labloop screw motor- P
k k k k
ME STUDY
Eurocode EN-1991-1-4
EN-1991-1.4-2005 Eq-1.4
EN-1991-1.4-2005 Eq-4.10 EN-1991-1.4-2005 Eq-4.7 EN-1991-1.4-2005 Eq-4.3 EN-1991-1.4-2005 Eq-4.4
EN-1991-1.4-2005 cl-4.3.1
EN-1991-1.4-2005 cl-4.4 EN-1991-1.4-2005 Table 4.1
EN-1991-1.4-2005 cl-6.3 EN-1991-1.4-2005 cl-7.7
Peak wind Wind Pressure velocity qp(z) kN/m2 kN/m2 0.000 0.590 0.733 0.823 0.889 0.942
0 1.181 1.467 1.646 1.778 1.883
ME STUDY
0.986
1.971
EN-1991-1.4-2005 cl-6.3 EN-1991-1.4-2005 cl-7.7 EN-1991-1.4-2005 Table 7.13 EN-1991-1.4-2005 Table 7.9.1 EN-1991-1.4-2005 Table 7.9.1 EN-1991-1.4-2005 Table 4.5
EN-1991-1.4-2005 cl-7.13
ME STUDY
Applied Wind load (kN)
Remarks
0.763 0.297 0.385 0.192 0.300 D at supporting points of equipment at
ME STUDY
.3-2003 cl-5.3 - for roof slope less than 30deg .3-2003 cl-5.2.7 .3-2003 cl-5.2.8
umulation is possible. Snow load on top of
8. Load Combinations The following load cases has been found for this steel structure: -
DL EQP EQP-OF EQP-A LL MRL SNL TL WLX+ WLXWLY+ WLYGk,j P Qk,l Qk,i
= = = =
Dead load - selfweight of steel structure, grating, handrail, tear plate Equipment load - equipment dead load Equipment load - equipment operating load & friction load Equipment load - equipment accidental load Live load - grating live load, tear plate live load, staircase live load Monorail load - monorail loads (vertical & horizontal) Snow load Temperature load - positive Wind load in X-positive Wind load in X-negative Wind load in Y-positive Wind load in Y-negative Characteristic value of permanent action Prestressing action Characteristic value of leading variable action Characteristic value of accompanying variable action
LC1 (DL) - Dead load
LC2 (EQP-DL) - Equipment dead load LC3 (F-OPR) - Equipment fouling operating load LC4 (7kPa) - Equipment pressure 7kPa operating load LC5 (FRI) - Equipment friction load LC6 (F-ACC) - Equipment fouling accidental load LC7 (8kPa-Ac) - Equipment presssure 8kPa accidental load LC8 (3kPa-Ac) - Equipment presssure 3kPa accidental load LC9 (LL) - Live load LC10 (HOIST) - Monorail load LC11 (SNL) - Snow load LC12 (TL) - Temperature load LC13 (WLX+) - Wind load in X+ direction LC14 (WLX-) - Wind load in X- direction LC15 (WLY+) - Wind load in Y+ direction LC16 (WLY-) - Wind load in Y- direction
Serviceability Load Combinations LC Type
Characteristic
Frequent (Fouling - Operating)
Frequent (7kPa - Operating)
LC#
LC1 (DL)
LC2 (EQP-DL)
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 141 145 146 147 148 149
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LC3 (F-OPR)
LC4 (7kPa)
1.00 1.00 1.00 1.00 1.00 1.00 1.00
LC5 (FRI)
1.00 1.00 1.00 1.00 1.00 1.00 1.00
LC6 LC7 LC8 (F-ACC) (8kPa-Ac) (3kPa-Ac)
LC9 (LL)
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.80 0.80 0.80 0.80 0.80 0.90
LC10 (HOIST)
LC11 (SNL)
LC12 (TL)
LC13 (WLX+)
1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60
0.60
1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.70
LC14 (WLX-)
LC15 (WLY+)
LC16 (WLY-)
0.60 0.60 0.60 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 0.60
1.00
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1. 1. 1. 1. 1. 1. 1. 1.
0.20
1.0 1.0D 1.0D 1.0D 1.0D
0.60 0.60 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60
1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL 1.0DL
0.60 0.60 0.60 0.60 1.00 1.00 1.00
0.50 0.20 0.20 0.20
Frequent (7kPa - Operating)
Quasi-permanent Maintenance
153 157 158 159 160 161 162 163
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
0.80 0.80 0.80 0.80 0.80 0.80 1.00
0.50 0.20 0.20 0.20 0.20
1.00
0.60
1.0 1.0D 1.0D 1.0D 1.0D
1.0
Ultimate Strength Load Combinations LC1 LC LC# (DL) Type 201 1.35 202 1.35 203 1.35 204 1.35 205 1.35 206 1.35 207 1.35 208 1.35 209 1.35 210 1.35 211 1.35 212 1.35 213 1.35 214 1.35 215 1.35 216 1.35 217 1.35 218 1.35 Erection 219 1.35 220 1.35 221 1.35 222 1.35 223 1.35 224 1.35 225 1.35 226 1.35 227 1.35 228 1.35 229 1.35 230 1.35 231 1.35 232 1.35 233 1.35 234 1.35 235 1.35 236 1.35 237 1.35 238 1.35 239 1.35 240 1.35 241 1.35 242 1.35 Operating (Fouling - Operating) 243 1.35
LC2 (EQP-DL) 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35
LC3 (F-OPR)
1.50 1.50 1.50 1.50 1.50 1.50 1.50
LC4 (7kPa)
LC5 (FRI)
1.50 1.50 1.50 1.50 1.50 1.50 1.50
LC6 LC7 LC8 (F-ACC) (8kPa-Ac) (3kPa-Ac)
LC9 (LL)
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
LC10 (HOIST)
LC11 (SNL)
LC12 (TL)
LC13 (WLX+)
1.50 1.50 1.50 1.50 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05
0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90
0.90
1.50 1.50 1.50 1.50 1.05 1.05 1.05 1.05
LC14 (WLX-)
LC15 (WLY+)
LC16 (WLY-)
0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50
1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50
1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL 1.35DL
0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90
1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35
Operating (Fouling - Operating)
Operating (7kPa - Operating)
Accidental (Equipment-fouling operating+fouling accidental+friction) Accidental (Equipmentoperating (8kPa ACC) +friction) Accidental (Equipmentoperating (3kPa ACC) +friction)
Maintenance
244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278
1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.35 1.35 1.35
1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.35 1.35 1.35
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.50
1.00 1.00 1.00 1.00 1.00
0.90 1.50 1.50 1.50 1.50 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.50 1.50 1.50 1.50 0.20 0.20 0.20 0.20
1.00 1.00 1.00 1.00 1.00
0.50 0.20 0.20 0.20 0.20 1.00 1.00 1.00 1.00 1.00
0.50 0.20 0.20 0.20 0.20 1.50 1.50 1.50
1.00 1.35 1.00
0.90 0.90 1.50
1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35E 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.35DL + 1.35 1.0D 1.0DL 1.0DL 1.0DL 1.0DL 1.0 1.0D 1.0D 1.0D 1.0D 1.0 1.0D 1.0D 1.0D 1.0D 1.3 1.35 1
1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0SNL + (1.0*0.6)TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + 1.0TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLX+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLX1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLY+ 1.0DL + 1.0EQPDL + (1.0*0.7)SNL + (1.0*0.6)TL + 1.0 WLY1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLX+ 1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLX1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLY+ 1.0DL + 1.0EQPDL + (1.0*0.6)TL + 1.0 WLY1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0SNL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLX+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLX1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLY+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.7)SNL + 1.0 WLY1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLX+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLX1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLY+ 1.0DL + 1.0EQPDL + 1.0LL + 1.0TL + (1.0*0.6) WLY1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLX+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLX1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLY+ 1.0DL + 1.0EQPDL + 1.0LL + (1.0*0.6)TL + 1.0 WLY1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.9LL 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.5TH 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLX+ 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLX1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLY+ 1.0DL + 1.0EQPDL+ 1.0FOPR + 1.0FRI+ 0.8LL + 0.2WLY1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.9LL
Table-A1.4 SNL - leading TH & WL - accompanying Table-A1.4 TH - leading SNL & WL - accompanying Table-A1.4 WL - leading TH & SNL - accompanying Table-A1.4 TH - leading WL - accompanying Table-A1.4 WL - leading TH - accompanying Table-A1.4 SNL - leading WL - accompanying Table-A1.4 WL - leading SNL - accompanying Table-A1.4 TH - leading WL - accompanying Table-A1.4 WL - leading TH - accompanying Table-A1.4 LL - leading Table-A1.4 TH - leading Table-A1.4 WL - leading LL- accompanying Table-A1.4 LL - leading
1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.5TH 1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLX+ 1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLX1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLY+ 1.0DL + 1.0EQPDL+ 1.0kPa7 + 1.0FRI+ 0.8LL + 0.2WLY1.0DL + 1.0EQPDL+ 0.8LL 1.0DL + 1.0EQPDL 1.0DL + 1.0EQPDL+ 0.8LL +1.0LL + 1.0HOIST + 1.0 TL
Table-A1.4 TH - leading Table-A1.4 WL - leading LL- accompanying Table-A1.4 Table-A1.4
1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5SNL + (1.5*0.6)TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5SNL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLX+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLX1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLY+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.7)SNL + 1.5 WLY1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL + 1.5LL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL + 1.5LL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY+
Table-A1.2B SNL - leading TH & WL - accompanying Table-A1.2B TH - leading SNL & WL - accompanying Table-A1.2B WL - leading TH & SNL - accompanying Table-A1.2B TH - leading WL - accompanying Table-A1.2B WL - leading TH - accompanying Table-A1.2B SNL - leading WL - accompanying Table-A1.2B WL - leading SNL - accompanying Table-A1.2B TH - leading WL - accompanying Table-A1.2B WL - leading TH - accompanying Table-A1.2B LL - leading SNL-TH-WL - accompanying Table-A1.2B TH - leading LL-SNL-WL - accompanying
1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL+ 1.5 LL + (1.5*0.0.7) SNL + (1.5*0.6)TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + 1.5TL + (1.5*0.6) WLY1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLX1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY+ 1.35DL + 1.35EQPDL+ (1.5*1.0) LL + (1.5*0.7)SNL + (1.5*0.6)TL + 1.5 WLY1.0DL + 1.0EQPDL+ 1.0LL + 0.50TL (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX+ (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX- (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY+ (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY- (Fouling accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.50TL (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX+ (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX- (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY+ (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY- (8kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.50TL (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX+ (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLX- (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY+ (3kPa accidental) 1.0DL + 1.0EQPDL+ 1.0LL + 0.20WLY- (3kPa accidental) 1.35DL + 1.35EQPDL+ 1.5 LL + 1.0HOIST + (1.5*0.6)TL 1.35DL + 1.35EQPDL+ 1.5 LL + 1.35HOIST + (1.5*0.6)TL 1.35DL + 1.35EQPDL+ 1.5 LL + 1.00HOIST + 1.5TL
Table-A1.2B TH - leading LL-SNL-WL - accompanying Table-A1.2B WL - leading LL-TH-SNL - accompanying Table-A1.2B LL - leading SNL-TH-WL - accompanying Table-A1.2B TH - leading LL-SNL-WL - accompanying Table-A1.2B WL - leading LL-TH-SNL - accompanying Table-A1.3 - with TL Table-A1.3-with WL Table-A1.3 - with TL Table-A1.3-with WL Table-A1.3 - with TL Table-A1.3-with WL
EN-1991-3 Table-A.1 & A.2
Equipment Loading - Bag House - as per 20342 - HOGDALEN - Bag House Loads on Structure Equipment Load (kN) Node TOS No. Fx Fy Fz 1 0 -0.48 -150.57 2 1.34 0 -195.26 3 0 -1 -181.5 4 0 1.49 -122.03 EL+67170 5 0 0 -102.89 6 -1.34 0 -112.27 7 0 0 -104.02 8 0 0 -84.46
EL+67170
1 2 3 4 5 6 7 8
0 -0.23 0 0 0 0.23 0 0
0.47 0 -1.1 0.63 0 0 0 0
-33.98 -49.87 -53.73 -39.68 -16.85 -22.8 -25.33 -23.19
EL+67170
1 2 3 4 5 6 7 8
0 0.45 0 0 0 -0.45 0 0
-0.21 0 -0.19 0.4 0 0 0 0
-47.79 -61.91 -57.03 -37.01 -30.23 -32.84 -29.9 -23.82
EL+67170
1 2 3 4 5 6 7 8
0 -4.89 0 0 0 -1.81 0 0
-11.58 0 -0.39 1.94 0 0 0 0
8.71 5.62 3.71 4.11 -8.25 -4.88 -2.55 -0.8
1 2 3 4 5 6 7
0 46.05 0 0 0 44.45 0
1.65 0 0.64 -3.82 0 0 0
18.86 13.25 -2.8 -11.24 22.91 7.77 -12.43
EL+67170
EL+67170
8
0
0
-24.69
EL+67170
1 2 3 4 5 6 7 8
0 0.13 0 0 0 -0.13 0 0
98.93 0 23.33 70.06 0 0 0 0
-40.85 -46.21 -35.6 -33.96 42.81 44.26 33.62 35.94
EL+67170
1 2 3 4 5 6 7 8
0 0.83 0 0 0 -0.83 0 0
-2.41 0 6.44 -4.03 0 0 0 0
-137.25 -175.83 -165.74 -120.45 -108.8 -124.12 -122.07 -98.7
EL+67170
1 2 3 4 5 6 7 8
0 -5.62 0 0 0 -3.86 0 0
6.32 0 0.67 3.27 0 0 0 0
11.54 5.99 -1.68 -1.64 5.39 3.89 -0.04 -3.5
EL+67170
1 2 3 4 5 6 7 8
0 8.86 0 0 0 3.94 0 0
13.66 0 0.29 -3.93 0 0 0 0
-16.33 -9.98 -4.46 -5.02 9.45 5.36 3.59 2.45
1 2 3 4 5 6 7 8 1
18.455 24.513 23.523 16.171 11.974 13.507 12.935 10.765 14.186
Friction load - Bag House
EL+67170
EL+67170
Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction 7kPa operating - Friction
EL+67170
2 3 4 5 6 7 8
18.964 17.779 11.792 11.114 11.715 10.657 8.526
7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction
ouse Loads on Structure Remarks Dead load Dead load Dead load Dead load Dead load Dead load Dead load Dead load Access Access Access Access Access Access Access Access Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Fouling-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Pressure(7kPa)-Operating Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+ Wind-X+
Wind-X+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Wind-Y+ Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Fouling-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(8kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental Pressure(3kPa)-Accidental
Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction Fouling operating - Friction 7kPa operating - Friction
7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction 7kPa operating - Friction
1 2 3 4
270 CON 267 CON 260 CON 257 CON
FX (GX) GX GX GX GX
0.955 0.105 1.325 0.575
270 CON 267 CON 260 CON 257 CON
FY (GZ) GZ GZ GZ GZ
0.955 0.105 1.325 0.575
5 6 7 8
284 CON 287 CON 294 CON 297 CON
GX GX GX GX
0.575 1.325 0.105 0.955
284 CON 287 CON 294 CON 297 CON
GZ GZ GZ GZ
0.575 1.325 0.105 0.955
1 2 3 4
270 CON 267 CON 260 CON 257 CON
0.955 0.105 1.325 0.575
5 6 7 8
284 CON 287 CON 294 CON 297 CON
0.575 1.325 0.105 0.955
270 CON 267 CON 260 CON 257 CON
FZ (GY) GY -150.57 GY -195.26 GY -181.5 GY -122.03
0.955 0.105 1.325 0.575
284 CON 287 CON 294 CON 297 CON
GY GY GY GY
0.575 1.325 0.105 0.955
-102.89 -112.27 -104.02 -84.46
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