V. AISC LRFD - Non Compact Wide Flange 2
To determine the design bending strength of a non-compact American wide flange section bent about its strong axis. The deflection at mid-span due to 2 concentrated loads acting at the third points along the beam is also to be calculated.
Comparison
The reported STAAD.Pro value is based on the term MNZ in the STAAD.Pro output.
Result Type | Theory | STAAD.Pro | Difference |
---|---|---|---|
Deflection (in) | 1.41 | 1.41 | none |
Design bending strength, ϕbMn | 398 |
398.4 (4,780.24 in·kips) |
none |
STAAD Input
The file C:\Users\Public\Public Documents\STAAD.Pro CONNECT Edition\Samples\ Verification Models\09 Steel Design\US\AISC\AISC LRFD - Non Compact Wide Flange 2.STD is typically installed with the program.
STAAD SPACE BENDING CAPACITY PER AISC LRFD 3RD ED
START JOB INFORMATION
ENGINEER DATE 23-Sep-18
END JOB INFORMATION
*
* EXAMPLE PROBLEM 5.2, CASE (A), PAGE 5-16, AISC LRFD 3RD ED.
* CAPACITY (MNZ) SHOULD BE ABOUT 398 KIP-FT
*
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 40 0 0;
*
MEMBER INCIDENCES
1 1 2;
*
MEMBER PROPERTY AMERICAN
1 TABLE ST W21X48
*
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 4.176e+06
POISSON 0.3
END DEFINE MATERIAL
CONSTANTS
MATERIAL MATERIAL1 ALL
*
SUPPORTS
1 PINNED
2 FIXED BUT MZ
*
LOAD 1
MEMBER LOAD
1 CON GY -10 13.333
1 CON GY -10 26.667
*
PERFORM ANALYSIS
*
SECTION 0.5 ALL
PRINT SECTION DISPL
*
PARAMETER 1
CODE LRFD
MAIN 1 ALL
FYLD 7200 ALL
UNT 5 ALL
TRACK 1 ALL
CHECK CODE ALL
FINISH
STAAD Output
MEMBER SECTION DISPLACEMENTS ---------------------------- UNITS ARE - INCH MEMB LOAD GLOBAL X,Y,Z DISPL FROM START TO END JOINTS AT 1/12TH PTS 1 1 0.0000 0.0000 0.0000 0.0000 -0.3644 0.0000 0.0000 -0.7057 0.0000 0.0000 -1.0010 0.0000 0.0000 -1.2273 0.0000 0.0000 -1.3654 0.0000 0.0000 -1.4114 0.0000 0.0000 -1.3654 0.0000 0.0000 -1.2273 0.0000 0.0000 -1.0010 0.0000 0.0000 -0.7057 0.0000 0.0000 -0.3644 0.0000 0.0000 0.0000 0.0000 MAX LOCAL DISP = 1.41141 AT 240.00 LOAD 1 L/DISP= 340 ************ END OF SECT DISPL RESULTS *********** 40. * 41. PARAMETER 1 42. CODE LRFD 43. MAIN 1 ALL 44. FYLD 7200 ALL 45. UNT 5 ALL 46. TRACK 1 ALL 47. CHECK CODE ALL STEEL DESIGN BENDING CAPACITY PER AISC LRFD 3RD ED -- PAGE NO. 4 STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION) v1.0 *********************** ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST W21X48 (AISC SECTIONS) PASS LRFD-H1-1B-C 0.335 1 0.00 C 0.00 -133.33 13.33 +---------------------------------------------------------------------+ | DESIGN STRENGTHS FOR MEMBER 1 UNITS - KIP IN | | PNC= 35.84 PNT= 634.50 MNZ= 4780.24 MNY= 636.75 VN= 194.67 | +---------------------------------------------------------------------+