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1B.1 Simple Beam -Uniformly Load- NOT READY !!
Sunday 21st of June 2026 04:58:25 AM
Laterally Braced
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Input Data
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| Est. Zx(in3)= |
0 |
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Summary
| Results For: _X__ft |
| PARAM. | REQ | PROV. | Check |
| Zx(in3)= | 0 | | |
| Mom(kip-ft)= | 0 | | |
| MaxLoad(wL)Kips)= | 0 | | |
| MaxLoad(w)Kips/ft)= | 0 | 0 | |
| Deflection_Criteria_(in) |
| Def@Cent= |
0 |
| L/360= |
0 |
| L/240= |
0 |
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LRFD Design: AISC_13th Tables 3-2
w = LRFD Factored loads without self weight (k/ft)
wL=w*L, φb=0.90
for deflection used ASD_load=(LRFD loads/1.4) |
Procedure to use this application:
Say need to find the Steel shape size for:
Span "L" to support a total Factored loads of wL(kips)
Step 1: "Go 1&last" to find an estimate Zx
step 2: "SlectShape", then after, place +value(Zx range)
step 3: "GO","GO" to list sizes within the (Zx + value)
step 4: "wshape" to select the desirable steel shape
step 5: again "GO 1&last" to see the final results |
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