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(Solved): The compression gravity axial loads for a building column have been estimated with the following re ...




The compression gravity axial loads for a building column have been estimated with the following results: \( \mathrm{D}=150 \
The compression gravity axial loads for a building column have been estimated with the following results: \( \mathrm{D}=150 \mathrm{k} \); live load from roof, \( \mathrm{Lr}=60 \mathrm{k} \); and live loads from floors, \( \mathrm{L}=300 \mathrm{k} \). Compression wind, \( W=112 \mathrm{k} \); tensile wind, \( \mathrm{W}=96 \mathrm{k} \); seismic compression load \( =50 \mathrm{k} \); and tensile seismic load \( =40 \mathrm{k} \). Determine the critical design load using the ACI load combinations.


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Dead bad = 150 K ·LL (from roof) = 60k. ·LL (from
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