Question 5 The A572 Grade 50 (fy = 50 ksi, fu = 65 ksi) tension member shown in Figure 3 is connected with three - in. bolts. Determine the LRFD design strength (OP, or ORn) and the ASD allowable strength (Pn/N or Rn/N) of the member. Include Block Shear strength. The uniform tensile stress distribution is assumed. 3.0 in - - 3.0 in = l %3D 3 in = 1, L6 x 4 x (A = 4.75 in?, x in unconnected leg = 0.981 in) 5 in 13 in 5 in Shear plane Tension plane Figure 3.
Question 5 The A572 Grade 50 (fy = 50 ksi, fu = 65 ksi) tension member shown in Figure 3 is connected with three - in. bolts. Determine the LRFD design strength (OP, or ORn) and the ASD allowable strength (Pn/N or Rn/N) of the member. Include Block Shear strength. The uniform tensile stress distribution is assumed. 3.0 in - - 3.0 in = l %3D 3 in = 1, L6 x 4 x (A = 4.75 in?, x in unconnected leg = 0.981 in) 5 in 13 in 5 in Shear plane Tension plane Figure 3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 5
connected with three - in. bolts. Determine the LRFD design strength (P, or ORn) and the ASD allowable
strength (Pn/N or Rn/N) of the member. Include Block Shear strength. The uniform tensile stress distribution is
assumed.
The A572 Grade 50 (fy = 50 ksi, fu = 65 ksi) tension member shown in Figure 3 is
3.0 in
3.0 in =
3 in = 1,
L6 x 4 x
(A = 4.75 in?, x in
unconnected leg = 0.981 in)
5 in
13 in
5 in
Shear plane
Tension plane
Figure 3.
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