AISC 360-10 und AISC 360-16 Überprüfung des Designcodes
Die auf dieser Seite präsentierten Informationen sollen die Konvergenz des Abschnittsdesigns demonstrieren, die mit SkyCiv erreicht werden kann. All examples are taken from 14th Edition of the AISC Steel Construction Manual. Das aktuelle Handbuch enthält eine Beschreibung des Algorithmus für manuelle Berechnungen.
Chapter E. Design of Members for Compression
Beispiel
Problem description
Handbuch, AISC 360-10
SkyCiv, AISC 360-10
SkyCiv, AISC 360-16
LRFD (ΦPn), pennen
ASD (Pn/Ω), pennen
LRFD (ΦPn), pennen
ASD (Pn/Ω), pennen
LRFD (ΦPn), pennen
ASD (Pn/Ω), pennen
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
Beispiel
Problem description
Handbuch, 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
