Question

2. A closer look at joint A for the truss in (1) where a preliminary design has been determined is shown in the drawing below: Gusset plate Variables in member Member Section Bolt Spacing, S (in both Edge distance, le (in both directions) 2.5" Steel 1C9x15 type material type/size | A572 Gr 5011"A325"N"! directions) 5" AB (a) Determine the axial strength of the member considering the limit states of ) (5 points) yield in the gross Sho steps: Answer: (i) (10 points) fracture in the net Shom steps Answer

Answer 1

2.

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