The beam shown in the figure is simply supported, and the dead load is negligible. A steel plate is attached to the beam sufficiently to fully develop composite section. Ewood = 1.6 x 10° psi and Esteel = 29 x 10° psi. The tensile stress in the steel (ksi) is most nearly: (A) (B) (C) (D) 2.6 6,000 lb 6 in. 14.4 18.6 23.5 6-in. x 8-in. D.F. NO. 1 BEAM 8 in. -1/8-in. x 6-in. A36 STEEL PLATE 1/8 in. 4 ft 6 ft 10 ft ELEVATION SECTION
The beam shown in the figure is simply supported, and the dead load is negligible. A steel plate is attached to the beam sufficiently to fully develop composite section. Ewood = 1.6 x 10° psi and Esteel = 29 x 10° psi. The tensile stress in the steel (ksi) is most nearly: (A) (B) (C) (D) 2.6 6,000 lb 6 in. 14.4 18.6 23.5 6-in. x 8-in. D.F. NO. 1 BEAM 8 in. -1/8-in. x 6-in. A36 STEEL PLATE 1/8 in. 4 ft 6 ft 10 ft ELEVATION SECTION
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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