MasterSeries PowerPad Sample Output

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© MasterSeries PowerPad - Project Title PowerPadSampleOutput.docx Your logo here MasterSeries Sales Team 3 Castle Street Carrickfergus Co. Antrim BT38 7BE Tel : 028 9036 5950 Concrete Frame Design Job ref : J12345/S Sheet : Sheet Ref / 28 - Page | 28 Made By : ATW Date : 22 August 2017 Version 2017.08 Checked : Approved : Envelope (Ultimate Cases) Bending Moment Envelope (Ultimate Cases) - (Full Frame) - Front View MEMBERS 2-4 (A1A-A3 - 1) © Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel : 028 9036 5950 Fax : 028 9036 5102
© MasterSeries PowerPad - Project Title PowerPadSampleOutput.docx Your logo here MasterSeries Sales Team 3 Castle Street Carrickfergus Co. Antrim BT38 7BE Tel : 028 9036 5950 Job ref : J12345/S Sheet : Sheet Ref / 29 - Page | 29 Made By : ATW Date : 22 August 2017 Version 2017.08 Checked : Approved : Basic Data Design to EC 2: 2004 - Using UK values fck, fyk, γc, γs, η , λ C25/30, 500, 1.5, 1.15, 1.0, 0.8 fykv, $v crit 500, 0.1 Bending Moments Left Support Steel Hogging X/d=Fn(data, As1,As2, fcd, B, Bweb, d, d2) 4825, 3217, 500, 14, 900, 900, 942.0, 58 0.12 Fc = η • Fcd• Beff• λ • X 1.0 • 14.17 • 900.0 • 0.8 • 112.5 1147.9 kN Fst = Fyd/ γs• As1 500.0 / 1.15 • 4825.5 ( εs= 0.026) 2098.0 kN Fsc = Fyd/ γs• As2 339.2 / 1.15 • 3217.0 ( εs= 0.002) 949.0 kN Muc= z • Fc 894.9 • 1147.9 1027.3 kN.m Must= z • Fst 894.9 • 2098.0 1877.5 kN.m Musc= (d-d1) • Fsc (942.0 - 58.0 • 949.0 838.9 kN.m Mu = min(Must, Muc+ Musc) min(1877.53, 1027.25 + 838.9) 1866.1 kN.m Mapp/Mu 1694.4 / 1866.1 0.908 OK AsRequired to EC2 Cl 3.1.7, Fig 3.5 Assuming d = 946, d' = 54 top 4482 In-Span Steel @ 5046 mm. Sagging X/d=Fn(data, As1,As2, fcd, B, Bweb, d, d2) 4825, 1885, 500, 14, 2300, 900, 942.0, 52 0.07 Fc = η • Fcd• Beff• λ • X 1.0 • 14.17 • 2300.0 • 0.8 • 69.4 1808.8 kN Fst = Fyd/ γs• As1 500.0 / 1.15 • 4825.5 ( εs= 0.044) 2098.0 kN Fsc = Fyd/ γs• As2 175.4 / 1.15 • 1885.0 ( εs= 0.001) 287.6 kN Muc= z • Fc 894.9 • 1808.8 1618.7 kN.m Must= z • Fst 894.9 • 2098.0 1877.5 kN.m Musc= (d-d1) • Fsc (942.0 - 52.0 • 287.6 255.9 kN.m Mu = min(Must, Muc+ Musc) min(1877.53, 1618.71 + 255.9) 1874.7 kN.m Mapp/Mu 1354.0 / 1874.7 0.722 OK AsRequired to EC2 Cl 3.1.7, Fig 3.5 Assuming d = 946, d' = 54 bottom 3372 mm² Right Support Steel Hogging X/d=Fn(data, As1,As2, fcd, B, Bweb, d, d2) 9651, 3217, 500, 14, 900, 900, 910.0, 58 0.3 Fc = η • Fcd• Beff• λ • X 1.0 • 14.17 • 900.0 • 0.8 • 274.4 2798.9 kN Fst = Fyd/ γs• As1 500.0 / 1.15 • 9651.0 ( εs= 0.008) 4196.1 kN Fsc = Fyd/ γs• As2 500.0 / 1.15 • 3217.0 ( εs= 0.003) 1398.7 kN Muc= z • Fc 800.24 • 2798.9 2239.8 kN.m Must= z • Fst 800.24 • 4196.1 3357.9 kN.m Musc= (d-d1) • Fsc (910.0 - 58.0 • 1398.7 1191.7 kN.m © Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel : 028 9036 5950 Fax : 028 9036 5102
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