Lot 04 - AL SAAD Brackish water and reverse osmosis plant
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FEW PAGES - Lot 04 - AL SAAD Brackish water and reverse osmosis plant CAD dwg + SAP2000 Model from my work at "ASPEN Engineering Bureau"
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Lot 04 - AL SAAD Brackish water and reverse osmosis plant
- 3. Static load tableProject: Al-Saad LOT4 Brackish water reverse osmosis plantVA Tech WABAG GmbH Revision: 1 Page 1/1 Date: 4/10/2016 Calc val. 1 Calc unit. 1 Calc val. 2 Calc unit. 2 Sum total [kg] Comment Sub Station RMU-06 Transformer loads 5,230 kg 2 pcs 10,460 wet weigth Approximate loads of cables below raised floor 35 kg/m 268.3 m 9,391 MCC Panel loads 850 kg/m² 14 m 9,520 including cables underneath MCC PLC (Remote I/O) loads 450 kg/m² 2.4 m 864 VFD & Switchboads loads 700 kg/m² 8 m 4,480 MV Switchgear loads 600 kg/m² 8.4 m 6,048 Sub Station RMU-07 Transformer loads 4,690 kg 2 pcs 9,380 wet weigth Approximate loads of cables below raised floor 35 kg/m 257.6 m 9,016 MCC Panel loads 850 kg/m² 7 m 4,760 including cables underneath MCC PLC (Remote I/O) loads 450 kg/m² 2.4 m 864 VFD & Switchboads loads 700 kg/m² 9.6 m 5,376 MV Switchgear loads 600 kg/m² 4.5 m 3,240 Sub Station RMU-08 Transformer loads 5,885 kg 2 pcs 11,770 wet weigth Approximate loads of cables below raised floor 35 kg/m 281.4 m 9,849 MCC Panel loads 850 kg/m² 16 m 10,880 including cables underneath MCC VFD & Switchboads loads 700 kg/m² 8.8 m 4,928 PLC (Remote I/O) loads 450 kg/m² 2.4 m 864 MV Switchgear loads 600 kg/m² 3.2 m 2,304 Emergency power generator station Generator load 5,842 kg 2 pcs 11,684 wet weigth Diesel tank load 6,000 kg 1 pc 6,000 wet weigth 15 MVA Transformer Room Transformer loads 22,800 kg 2 pcs 45,600 wet weigth 15 MVA Transformer Field Neutral ground resistor 850 kg 2 pcs 1,700
- 9. SAP2000 SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - 3-D View - Tonf, m, C Units 3/31/16 11:12:24 3DMODEL
- 10. SAP2000 SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - Frame Span Loads (WALLS) (As Defined) - KN, m, C Units 3/31/16 11:16:19 WALLLOADS 15 KN/m` WALL LOAD WALL LOAD = 18 KN/m3 X 0.2 m X 3.60 m = 12.96 KN/m ( TAKEN 15 KN/m )
- 18. MAX APPLIED FACTORED SHEAR FORCE Vu = TONf NOMINAL SHEAR STRENGTH Vn = VC = (1/6) X X sqrt(Fc) X bW X d = (1/6) X 1 X sqrt(35) X 1000 X 0 = N = TONf VC = 0.75 X = TONf > VU SAFE
- 21. SAP2000 SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - Longitudinal Reinforcing Area (ACI 318-08/IBC2009) - KN, cm, C Units 3/31/16 11:31:50 REQUIRED LONGITUDINAL RFT ( cm2 )
- 22. SAP2000 SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - Shear Reinforcing Area Per Unit Length (ACI 318-08/IBC2009) - KN, cm, C Units 3/31/16 11:34:14 PROVIDE 2 LEGS - T10@200 n.AS/S = 2*0.785 / 20 = 0.075 > Required Required SHEAR RFT.