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
Related questions
Question
![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°
Esteel = 29 x 10° psi. The tensile stress in the steel (ksi) is most nearly:
psi and
(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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff3d05913-a703-4e15-93b3-c70e5d9670cb%2F5a756c05-b64c-4738-bc0a-4e1ce39e4ae7%2Ff0xsuth_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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°
Esteel = 29 x 10° psi. The tensile stress in the steel (ksi) is most nearly:
psi and
(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
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