what is the bolt shear capacity of the flange connection in kips? (2 decimal places). 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
what is the bolt shear capacity of the flange connection in kips? (2 decimal places). 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
10) what is the bolt shear capacity of the flange connection in kips? (2 decimal places).
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
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96fcc023-09c2-4bb2-9a2d-7f40d62a2bbe%2F16ce8a14-ea4a-40cc-ab44-c8d19fba4205%2Fbh3cy2a_processed.png&w=3840&q=75)
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
![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"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96fcc023-09c2-4bb2-9a2d-7f40d62a2bbe%2F16ce8a14-ea4a-40cc-ab44-c8d19fba4205%2Fgddue6p_processed.png&w=3840&q=75)
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"
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