Question: Given an AISC column member determine the following when the member is loaded as shown and fill in the blanks below. Compute the column's effective

Given an AISC column member determine the following when the member is loaded as shown and fill in the blanks below. Compute the column's effective slenderness ratio. (Round to the nearest two decimal places) What maximum (critical) load can the member take before buckling would be expected? Compute the allowable load on the column for a given design factor of N. The member is made from ASTM A500 Grade B material. The AISC member shape, column end condition, load and dimensions are listed below. All answers are in SAE units. QB_Final Problem6 textbook image.png QB_Final Problem6 column image.png Member Shape and Material: Length L = 25.00 ft End A Pin End B Fix N = 3.00 Member = HSS10x4x.188 7.1. Compute the columns effective slenderness ratio. = 7.2. What maximum load can the member take before buckling would be expected in lbf? = 7.3. Compute the allowable load on the column for a given design factor of N in lbf. =

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