The beam shown in the figure is simply supported, and the dead load is negligible. A steel plate isattached to the beam sufficiently to fully develop composite section. Ewood = 1.6 x 10°Esteel = 29 x 10° psi. The tensile stress in the steel (ksi) is most nearly:psi and(A)(B)(C)(D)2.66,000 lb6 in.14.418.623.56-in. x 8-in. D.F. NO. 1 BEAM8 in.-1/8-in. x 6-in.A36 STEEL PLATE1/8 in.4 ft6 ft10 ftELEVATIONSECTION

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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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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