Determine the design capacity of the given tension member. Assume that the Slenderness requirement is satisfied and the plate and connection design are adequate, Use LRFD specifications ASTM A36 (Fy = 36 ksi and Fu = 58 ksi) a) Determine the capacity of the section based on the yielding of gross area. b) Determine the capacity of the section based on tensile fracture of the critical net area. Consider all possible rupture All the diameter of bolts are 1/2 inch
Determine the design capacity of the given tension member. Assume that the Slenderness requirement is satisfied and the plate and connection design are adequate, Use LRFD specifications ASTM A36 (Fy = 36 ksi and Fu = 58 ksi) a) Determine the capacity of the section based on the yielding of gross area. b) Determine the capacity of the section based on tensile fracture of the critical net area. Consider all possible rupture All the diameter of bolts are 1/2 inch
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem:
Determine the design capacity of the given tension member. Assume that the Slenderness requirement is satisfied and the plate and connection design are adequate, Use LRFD specifications
ASTM A36 (Fy = 36 ksi and Fu = 58 ksi)
a) Determine the capacity of the section based on the yielding of gross area.
b) Determine the capacity of the section based on tensile fracture of the critical net area.
Consider all possible rupture
All the diameter of bolts are 1/2 inch.
Transcribed Image Text:Consider all possible rupture
1.5"
A
(C)
-Connecting
plate
TITI
PT
-PL ¾/4"x6"
Who'p bolts
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