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K3 0.10

Georgi Stavrev
Georgi Stavrev

The document appears to be an analysis report from reinforcement design software, detailing the design of a reinforced concrete section under bending including load cases, material properties, calculated reinforcement areas, and other output values. Key details include load and moment values, geometry of the cross-section, properties of the reinforcing steel and concrete used, and results showing the calculated strain and stresses on the reinforcement bars.

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GaLa Reinforcement Version 4.1 息 2002 www.alashki.com 速 Proffessional Job Number .3 亟仂 -0.10 Job Title 仂仆舒仆亳仆 丼舒仍从仂于 Design code: Eurocode 2 Analysis: Design section General Loads: N, Mx N>0 is compression ! 50 40 30 20 10 0 -10 -20 70 60 50 40 30 20 10 0 10.000 -0.236 -1.167 As1 As2 Section Data [cm] b =25 h =65 d1 =5 d2 =5 h b 1d 2As 1As 2d Materials Reinforcing steel: S420 SSR: Standard fyk = 420.00 MPa Es = 200000.00 MPa esu = 10.000 o/oo Concrete: C20/25 SSR: Rectangular fck = 20.00 MPa Ec = 28847.60 MPa ecu = -3.500 o/oo Concrete: gama_c = 1.50 Steel: gama_s = 1.12 Factors Reinforcement Symmetric: As1=As2 Loads Load N [kN] Mx [kNm] L1 37 76 Solve data II order moments - Yes Code Eurocode 2 Geometric length: Lo =500.00 cm Effecive length: kx =1.20 Lkx = 600.00 cm 1page5.7.2016 亞.
GaLa Reinforcement Version 4.1 息 2002 www.alashki.com 速 Proffessional Results Area [cm2] esi [o/oo] Stress [MPa] As2 3.10 10.000 375.00 As1 3.10 -0.236 -47.22 Concrete strain: ec,min = -1.167 o/oo Compressive zone depth: x = 6.27 cm Total reinf. area: As_tot = 6.20 cm2 Reinf. ratio: 0.38 % 2page5.7.2016 亞.

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K3 0.10

  • 1. GaLa Reinforcement Version 4.1 息 2002 www.alashki.com 速 Proffessional Job Number .3 亟仂 -0.10 Job Title 仂仆舒仆亳仆 丼舒仍从仂于 Design code: Eurocode 2 Analysis: Design section General Loads: N, Mx N>0 is compression ! 50 40 30 20 10 0 -10 -20 70 60 50 40 30 20 10 0 10.000 -0.236 -1.167 As1 As2 Section Data [cm] b =25 h =65 d1 =5 d2 =5 h b 1d 2As 1As 2d Materials Reinforcing steel: S420 SSR: Standard fyk = 420.00 MPa Es = 200000.00 MPa esu = 10.000 o/oo Concrete: C20/25 SSR: Rectangular fck = 20.00 MPa Ec = 28847.60 MPa ecu = -3.500 o/oo Concrete: gama_c = 1.50 Steel: gama_s = 1.12 Factors Reinforcement Symmetric: As1=As2 Loads Load N [kN] Mx [kNm] L1 37 76 Solve data II order moments - Yes Code Eurocode 2 Geometric length: Lo =500.00 cm Effecive length: kx =1.20 Lkx = 600.00 cm 1page5.7.2016 亞.
  • 2. GaLa Reinforcement Version 4.1 息 2002 www.alashki.com 速 Proffessional Results Area [cm2] esi [o/oo] Stress [MPa] As2 3.10 10.000 375.00 As1 3.10 -0.236 -47.22 Concrete strain: ec,min = -1.167 o/oo Compressive zone depth: x = 6.27 cm Total reinf. area: As_tot = 6.20 cm2 Reinf. ratio: 0.38 % 2page5.7.2016 亞.