A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 215 x 3 x %6 LLBB Determine the allowable tensile strength for ASD. Select one: a. 52.1 b. 43.9 c. 87.8 d. 104.2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An.
Section
21.5 x 3 x %6 LLBB
Determine the allowable tensile strength for ASD.
Select one:
a. 52.1
b. 43.9
c. 87.8
d. 104.2
Transcribed Image Text:A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 21.5 x 3 x %6 LLBB Determine the allowable tensile strength for ASD. Select one: a. 52.1 b. 43.9 c. 87.8 d. 104.2
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An.
Section
215 x 3 x %6 LLBB
Determine the design tensile strength for LRFD.
Select one:
а. 66
b. 156
c. 78
d. 132
Transcribed Image Text:A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 215 x 3 x %6 LLBB Determine the design tensile strength for LRFD. Select one: а. 66 b. 156 c. 78 d. 132
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