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1B.1 Simple Beam -Uniformly Load- NOT READY !!
Friday 19th of June 2026 01:27:23 PM
Laterally Braced
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Input Data
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| Est. Zx(in3)= |
0 |
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LRFD Design: AISC_13th
wL=w*L=Total Load φb=0.90
for deflection used ASD |
Procedure:
Step 1: "Go 1&last"
step 2: "SlectShape", place +value(Zx range)
step 3: "GO",again "GO" to list sizes
step 4: "wshape" to select shape
step 5: "GO 1&last" for final results |
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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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