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Section 2
2-25
()
Fey
KL r
YYY
=
12
23
2
2
πΕ
()
Fez
KL r
ZZZ
=
12
23
2
2
πΕ
STAAD.Pro MEMBER SELECTION - (AISC 9TH EDITION)
**************************
|--------------------------------------------------------------------------|
| Y PROPERTIES |
|************* | IN INCH UNIT |
| * |=============================| ===|=== ------------ |
|MEMBER 2 * | | | AX = 8.85 |
| * | ST W14X30 | | --Z AY = 3.39 |
|DESIGN CODE * | | | AZ = 3.47 |
| AISC-1989 * =============================== ===|=== SY = 5.82 |
| * SZ = 42.05 |
| * |<---LENGTH (FT)= 19.00 --->| RY = 1.49 |
|************* RZ = 5.73 |
| |
| 70.5 (KIP-FEET) |
|PARAMETER | L1 L1 STRESSES |
|IN KIP INCH | L1 IN KIP INCH |
|--------------- + L3 -------------|
| KL/R-Y= 153.21 | L3 FA = 6.36 |
| KL/R-Z= 39.76 + fa = 0.45 |
| UNL = 120.00 | L3 L1 FCZ = 21.68 |
| CB = 1.00 +L1 FTZ = 24.00 |
| CMY = 0.85 | L3 L3 FCY = 30.00 |
| CMZ = 0.85 + FTY = 30.00 |
| FYLD = 40.00 | L1 fbz = 20.13 |
| NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 |
| DFF = 0.00 13.8 FV = 16.00 |
| dff = 0.00 ABSOLUTE MZ ENVELOPE Fey = 6.36 |
| (WITH LOAD NO.) Fez = 94.46 |
| |
| MAX FORCE/ MOMENT SUMMARY (KIP-FEET) |
| ------------------------- |
| |
| AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z |
| |
| VALUE 4.7 24.3 0.0 0.0 70.5 |
| LOCATION 0.0 19.0 0.0 0.0 9.5 |
| LOADING 3 1 0 0 1 |
| |
|**************************************************************************|
|* *|
|* DESIGN SUMMARY (KIP-FEET) *|
|* -------------- *|
|* *|
|* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *|
| FX MY MZ LOCATION |
| ====================================================== |
| PASS AISC- H1-3 0.999 1 |
| 3.99 C 0.00 -70.55 9.50 |
|* *|
|**************************************************************************|
| |
|--------------------------------------------------------------------------|
Figure 2.2