Problem 4. A tension member made of plate 12x1/2 is connected to a % inch thick gusset plate with bolts as shown in the figure. Bolt diameter is 1 inch. Both tension member and gusset plate are made of Grade 50 steel. (a) Find the net and effective areas of tension member. (b) Identify the maximum factored axial load that the tension member can carry. dolt 4@2inch 8 inch 4@2.5inch=10 inch PL 12x1/2 Cross section

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A: Calculation Gross-section nominal strength; Pn = FyAg=50×(3.6)=180 kips Calculation of Net section…

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

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Q: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58…

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