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SkyCiv-lidontwerp

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  2. SkyCiv-lidontwerp
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  4. CSA S16-codeverificatie

CSA S16-codeverificatie

CSA S16-14 Design Code Verification

CSA S16-14 Manual

Information presented on this page is intended to demonstrate the section design convergence that can be achieved with SkyCiv. All examples are taken from:

  1. Limit States Design in Structural (authors G.L. Kulak, G.Y. Grondin)
  2. Handbook of Steel Construction CISC

Voorbeeld 4.1 bladzijde 80 (1). Determine the factored compressive resistance.

Design Case Handleiding SkyCiv
Factored compressive resistance Cr, kN 2880.00 2878.03

 

Voorbeeld 4.2 bladzijde 81 (1). Determine the factored compressive resistance.

Design Case Handleiding SkyCiv
Factored compressive resistance Cr, kN 529.00 526.36

 

Voorbeeld 4.6 bladzijde 87 (1). Determine the factored compressive resistance.

Design Case Handleiding SkyCiv
Factored compressive resistance Cr, kN 15700.00 15664.05

 

Voorbeeld 5.5 bladzijde 126 (1). Determine the factored moment resistance.

Design Case Handleiding SkyCiv
Factored moment resistance Mrz, kN-m 100.00 100.23

 

Voorbeeld 5.6 bladzijde 127 (1). Determine the factored moment resistance.

Design Case Handleiding SkyCiv
Factored moment resistance Mrz, kN-m 297.00 296.51

 

Voorbeeld 5.7 bladzijde 130 (1). Determine the factored moment resistance.

Design Case Handleiding SkyCiv
Factored moment resistance Mrz, kN-m 649.00 648.90

 

Voorbeeld 8.7 bladzijde 253 (1). Design of Members for Combined Forces.

Design Case Handleiding SkyCiv
Nominal section moment capacity Cr, kN 2200.00 2217.12
Nominal section moment capacity Mrz, kN-m 310.00 310.28
Interaction ratio of combined axial compression and bending resistance 0.930 0.926

 

Example page 4-115 (2). Design of Members for Combined Forces

Design Case Handleiding SkyCiv
Nominal section moment capacity Cr, kN 4240.00 4241.90
Nominal section moment capacity Mrz, kN-m 671.00 670.68
Nominal section moment capacity Mry, kN-m 308.00 307.71
Interaction ratio of combined axial compression and bending resistance 0.990 1.030
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