The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a gusset plane with 1 ⅛ inch-diameter bolts. It is subjected to the dead and live loads shown. Does this member have enought strength? Assume that Ae=An.  a. Use LRFD b. Use ASD

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a gusset plane with 1 ⅛ inch-diameter bolts. It is subjected to the dead and live loads shown. Does this member have enought strength? Assume that Ae=An

a. Use LRFD

b. Use ASD

Problem 3.
The tension member shown in Figure below is a PL. ½x8 of A36 steel. The mem-
ber is connected to a gusset plate with-18 inch-diameter bolts. It is subjected to
the dead and live loads shown. Does this member have enough strength? Assume that
A₂ = A
a. Use LRFD.
b. Use ASD.
D=954
L = 9k
PL ½x8
Transcribed Image Text:Problem 3. The tension member shown in Figure below is a PL. ½x8 of A36 steel. The mem- ber is connected to a gusset plate with-18 inch-diameter bolts. It is subjected to the dead and live loads shown. Does this member have enough strength? Assume that A₂ = A a. Use LRFD. b. Use ASD. D=954 L = 9k PL ½x8
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