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T42 Beam Cantilever at Both Ends -Uniformly Load-
Sunday 21st of June 2026 04:55:26 AM
Laterally Braced
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Shape:
| A(in2)= |
0 |
d(in)= |
0 |
| b(in)= |
0 |
Wt(lb/ft)= |
0 |
| Sx(in3)= |
0 |
Sy(in3)= |
0 |
| Ix(in4)= |
0 |
Iy(in4)= |
0 |
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Input Data
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Results
| Shape: |
| Section Modulus |
| Req. Sx (in3)= |
0 |
| Check= |
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| Reactions |
| R1 (K)= |
0 |
| R2 (K)= |
0 |
| Deflection Criteria |
| Def@c (in)= |
0 |
| Def@a (in)= |
0 |
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ASD Design:
ws= Service loads w/o self weight (k/ft) |
L/Lde deflection ex: L/360 Lde=360
Def@a: Deflection at 'a' end of beam
Def@c: Deflection at 'c' center of beam
φb=0.60 (=1/1.67 AISC Table 3-2)
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