A ½-inch-thick tension member is spliced with two 4-inch-thick splice plates as shown in Figure A and all steel is A36. . The bolts are s-inch-diameter, Group a. Check all spacing and edge-distance requirements. b. Compute the nominal strength based on shear and bearing. 1/2" 1"| |2| 24" |2% 12" 2 @ 1'/" " PL " PL 1/2" PL Jara

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A ½-inch-thick tension member is spliced with two 4-inch-thick splice
plates as shown in Figure
A and all steel is A36.
. The bolts are s-inch-diameter, Group
a. Check all spacing and edge-distance requirements.
b. Compute the nominal strength based on shear and bearing.
1/2"
1"| |2|
24"
|2% 12"
2 @ 1'/"
" PL
" PL
1/2" PL
Jara
Transcribed Image Text:A ½-inch-thick tension member is spliced with two 4-inch-thick splice plates as shown in Figure A and all steel is A36. . The bolts are s-inch-diameter, Group a. Check all spacing and edge-distance requirements. b. Compute the nominal strength based on shear and bearing. 1/2" 1"| |2| 24" |2% 12" 2 @ 1'/" " PL " PL 1/2" PL Jara
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