what is the bolt shear capacity of the shear connection in kips?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. determine the capacity of the details shown below.
A992: Fy=50ksi, Fu=65ksi
A36: Fy=36ksi, Fu=58ksi
effective bolt hole diameter = bolt hole + 1/16"
beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.
Fexx=70ksi

a) what is the bolt shear capacity of the shear connection in kips? (2 decimal places)

 

4"
1.5" 1.5"
(4)-3/4"Ø A325
SSLT Bolts
5/16N
5/16
PL1/2" - A36
Shear Plate
W16X50
A992 - Beam
886
3@3"=9"
Transcribed Image Text:4" 1.5" 1.5" (4)-3/4"Ø A325 SSLT Bolts 5/16N 5/16 PL1/2" - A36 Shear Plate W16X50 A992 - Beam 886 3@3"=9"
0.5"
3"
3@3"=9"
| 1.5"
2"
3 Sides)
5/16
5/16
5.5"
====::::
2"
(8)-3/4"Ø A325 STD Bolts
PL1/2" - A36 - Flange Plate
Transcribed Image Text:0.5" 3" 3@3"=9" | 1.5" 2" 3 Sides) 5/16 5/16 5.5" ====:::: 2" (8)-3/4"Ø A325 STD Bolts PL1/2" - A36 - Flange Plate
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