Tabla 3-10 LRFD
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Tabla de Momento nominal vs longitud no arriostrada
Transcript of Tabla 3-10 LRFD
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MAXIMUM TOTAL UNIFORM LOAD TABLES 3115
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LRFD
Table 310 (continued)
W ShapesAvailable Moment vs. Unbraced LengthASD
kip-ftkip-ft
MnMn/
Fy = 50 ksiCb = 1
900
885
870
855
840
825
810
795
780
765
750
600
590
580
570
560
550
540
530
520
510
500
6 8 10 12 14 16 18 20 22Unbraced Length (0.5-ft increments)
Avai
labl
e M
omen
t,M
n/
(2 k
ip-f
t inc
rem
ents
) M
n(3
kip
-ft i
ncre
men
ts)
AISC_Part 3_pps. 62-131 7/1/08 1:32 PM Page 115
-
3116 DESIGN OF FLEXURAL MEMBERS
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LRFD
Table 310 (continued)
W ShapesAvailable Moment vs. Unbraced LengthASD
kip-ftkip-ft
MnMn/
Fy = 50 ksiCb = 1
900
885
870
855
840
825
810
795
780
765
750
600
590
580
570
560
550
540
530
520
510
500
22 24 26 28 30 32 34 36 38Unbraced Length (0.5-ft increments)
Avai
labl
e M
omen
t,M
n/
(2 k
ip-f
t inc
rem
ents
) M
n(3
kip
-ft i
ncre
men
ts)
AISC_Part 3_pps. 62-131 7/1/08 1:32 PM Page 116
-
MAXIMUM TOTAL UNIFORM LOAD TABLES 3117
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LRFD
Table 310 (continued)
W ShapesAvailable Moment vs. Unbraced LengthASD
kip-ftkip-ft
MnMn/
Fy = 50 ksiCb = 1
750
735
720
705
690
675
660
645
630
615
600
500
490
480
470
460
450
440
430
420
410
400
6 8 10 12 14 16 18 20 22Unbraced Length (0.5-ft increments)
Avai
labl
e M
omen
t,M
n/
(2 k
ip-f
t inc
rem
ents
) M
n(3
kip
-ft i
ncre
men
ts)
AISC_Part 3_pps. 62-131 7/1/08 1:32 PM Page 117
-
3118 DESIGN OF FLEXURAL MEMBERS
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LRFD
Table 310 (continued)
W ShapesAvailable Moment vs. Unbraced LengthASD
kip-ftkip-ft
MnMn/
Fy = 50 ksiCb = 1
750
735
720
705
690
675
660
645
630
615
600
500
490
480
470
460
450
440
430
420
410
400
22 24 26 28 30 32 34 36 38Unbraced Length (0.5-ft increments)
Avai
labl
e M
omen
t,M
n/
(2 k
ip-f
t inc
rem
ents
) M
n(3
kip
-ft i
ncre
men
ts)
AISC_Part 3_pps. 62-131 7/1/08 1:32 PM Page 118
-
MAXIMUM TOTAL UNIFORM LOAD TABLES 3119
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LRFD
Table 310 (continued)
W ShapesAvailable Moment vs. Unbraced LengthASD
kip-ftkip-ft
MnMn/
Fy = 50 ksiCb = 1
600
585
570
555
540
525
510
495
480
465
450
400
390
380
370
360
350
340
330
320
310
300
6 8 10 12 14 16 18 20 22Unbraced Length (0.5-ft increments)
Avai
labl
e M
omen
t,M
n/
(2 k
ip-f
t inc
rem
ents
) M
n(3
kip
-ft i
ncre
men
ts)
AISC_Part 3_pps. 62-131 7/1/08 1:32 PM Page 119
-
3120 DESIGN OF FLEXURAL MEMBERS
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LRFD
Table 310 (continued)
W ShapesAvailable Moment vs. Unbraced LengthASD
kip-ftkip-ft
MnMn/
Fy = 50 ksiCb = 1
600
585
570
555
540
525
510
495
480
465
450
400
390
380
370
360
350
340
330
320
310
300
22 24 26 28 30 32 34 36 38Unbraced Length (0.5-ft increments)
Avai
labl
e M
omen
t,M
n/
(2 k
ip-f
t inc
rem
ents
) M
n(3
kip
-ft i
ncre
men
ts)
AISC_Part 3_pps. 62-131 7/1/08 1:32 PM Page 120
