De informatie op deze pagina is bedoeld om de convergentie van het sectieontwerp te demonstreren die kan worden bereikt met SkyCiv. All examples are taken from 14th Edition of the AISC Steel Construction Manual. Huidige handleiding bevat een beschrijving van het algoritme van handmatige berekeningen.
Chapter E. Design of Members for Compression
Voorbeeld
Problem description
Handleiding, AISC 360-10
SkyCiv, AISC 360-10
SkyCiv, AISC 360-16
LRFD (ΦPn), kip
ASD (Pn/Ω), kip
LRFD (ΦPn), kip
ASD (Pn/Ω), kip
LRFD (ΦPn), kip
ASD (Pn/Ω), kip
E.1A
W-SHAPE COLUMN DESIGN WITH PINNED ENDS
893
594
892.61
593.89
892.61
593.89
E.1B
W-SHAPE COLUMN DESIGN WITH INTERMEDIATE BRACING
1000
667
1002.63
667.09
1002.63
667.09
E.8
WT COMPRESSION MEMBER WITH SLENDER ELEMENTS
36.6
24.4
36.77
24.46
36.78
24.47
E.9
RECTANGULAR HSS COMPRESSION MEMBER WITHOUT SLENDER ELEMENTS
518
344
517.8
344.51
517.8
344.51
E.10
RECTANGULAR HSS COMPRESSION MEMBER WITH SLENDER ELEMENTS
142
94.6
141.94
94.44
140.15
93.25
E.11
PIPE COMPRESSION MEMBER
221
147
218.58
145.43
218.58
145.43
Chapter F. Design of Members for Flexure
Voorbeeld
Problem description
Handleiding, AISC 360-10
SkyCiv, AISC 360-10
SkyCiv, AISC 360-16
LRFD (ΦPn), kip-ft
ASD (Pn/Ω), kip-ft
LRFD (ΦPn), kip-ft
ASD (Pn/Ω), kip-ft
LRFD (ΦPn), kip-ft
ASD (Pn/Ω), kip-ft
F.1-1B
W-SHAPE FLEXURAL MEMBER DESIGN IN STRONG-AXIS BENDING, CONTINUOUSLY BRACED
379
252
378.75
252
378.75
252
F.1-2B
W-SHAPE FLEXURAL MEMBER DESIGN IN STRONG-AXIS BENDING, BRACED AT THIRD POINTS
305
203
306.41
203.87
306.41
203.87
F.1-3B
W-SHAPE FLEXURAL MEMBER DESIGN IN STRONG-AXIS BENDING, BRACED AT MIDSPAN