(a) Check if the given connection follows the code provisions on spacing and edge distance limits. (b) Determine the maximum allowable service tensile load that the member is allowed to carry. Consider all applicable limit states for tension member and connection. Consider only block shear and bearing limit state for gusset plate. Use ASD specifications.
(a) Check if the given connection follows the code provisions on spacing and edge distance limits. (b) Determine the maximum allowable service tensile load that the member is allowed to carry. Consider all applicable limit states for tension member and connection. Consider only block shear and bearing limit state for gusset plate. Use ASD specifications.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use AISC book 13th episode. (3decimals) PLEASEEE
Transcribed Image Text:Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50
ksi; Fy = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36
steel (F, = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307
bolts. The bolted connection is bearing-type.
2" 3"| 3" | 3"
2"
o o o
2"
C8 X 18.75
– t = 3/8"
Transcribed Image Text:(a) Check if the given connection follows the code provisions on spacing and edge distance
limits.
(b) Determine the maximum allowable service tensile load that the member is allowed to
carry. Consider all applicable limit states for tension member and connection. Consider
only block shear and bearing limit state for gusset plate. Use ASD specifications.
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Step 1: Given data:-
VIEWStep 2: Check on spacing and edge distance
VIEWStep 3: Allowable load calculation
VIEWStep 4: Allowable load due to rupture
VIEWStep 5: Allowable block shear load for channel
VIEWStep 6: Allowable block shear load for gusset plate
VIEWStep 7: Allowable bearing load for channel
VIEWStep 8: Allowable bearing load for gusset plate
VIEWStep 9: Allowable shear load for bolt
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