) what is the weld capacity of the shear 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 weld capacity of the shear 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
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9) what is the weld capacity of the shear 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
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"
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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