Engineering, 06.04.2021 02:00 aparedes5
Consider an A36 steel section (let's say a W-shape) used as a steel column in a certain structural application. A normal service load of 108 kips is expected on this column during its service life. Using load and resistance factor design (LRFD), it is determined that the minimum cross-sectional area required for this steel section to safely carry the service load is 6 in2 . If a load factor of 1.5 was used in the LRFD of this column, the resistance factor was:
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Consider an A36 steel section (let's say a W-shape) used as a steel column in a certain structural a...
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