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20. 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 t) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places)

20. 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 t) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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20. 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
t) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places)

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
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"
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