A dead load of 3 kips and a live load of 9 kips make up the load at each of the points A, C, D, and E in the truss shown below. A dead load of 6 kips and a live load of 18 kips make up the load at point B. The whole panel points function as pinned connections and Fy = 36 ksi. The gross cross-sectional area of steel required for member A-H is most nearly: (A) 1.5 in2 (B) 1.8 in2 (C) 2.0 in2 (D) 2.3 in2 Choose the correct answer.
A dead load of 3 kips and a live load of 9 kips make up the load at each of the points A, C, D, and E in the truss shown below. A dead load of 6 kips and a live load of 18 kips make up the load at point B. The whole panel points function as pinned connections and Fy = 36 ksi. The gross cross-sectional area of steel required for member A-H is most nearly: (A) 1.5 in2 (B) 1.8 in2 (C) 2.0 in2 (D) 2.3 in2 Choose the correct answer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A dead load of 3 kips and a live load of 9 kips make up the load at each of the points A, C, D, and E in the truss shown below. A dead load of 6 kips and a live load of 18 kips make up the load at point B. The whole panel points function as pinned connections and Fy = 36 ksi. The gross cross-sectional area of steel required for member A-H is most nearly:
(A) 1.5 in2 (B) 1.8 in2 (C) 2.0 in2 (D) 2.3 in2
Choose the correct answer.
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