1. A long tensile member is constructed by connecting two plates as shown. Both plates are made of A572 grade 50 steel (Fu = 65ksi). The plates are connected by 1/2 in. diameter bolts. Using both LRFD and ASD, determine the maximum tensile load the connection can support. Disregard the shear strength of the bolts and eccentricity. P 2 in 2.5 in 2.5 in 2 in 2.75 in -F- O O -G A B -E 9 in 2. Provide a Flowchart for the Design of Tension Members Using LRFD. 3. Provide a Flowchart for the Design of Tension Members Using ASD. 0.5 in

1. A long tensile member is constructed by connecting two plates as shown. Both plates are made of A572 grade 50 steel (Fu = 65ksi). The plates are connected by 1/2 in. diameter bolts. Using both LRFD and ASD, determine the maximum tensile load the connection can support. Disregard the shear strength of the bolts and eccentricity. P 2 in 2.5 in 2.5 in 2 in 2.75 in -F- O O -G A B -E 9 in 2. Provide a Flowchart for the Design of Tension Members Using LRFD. 3. Provide a Flowchart for the Design of Tension Members Using ASD. 0.5 in

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.7.1P

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Question

1. A long tensile member is constructed by connecting
two plates as shown. Both plates are made of A572
grade 50 steel (Fu = 65ksi). The plates are connected by
1/2 in. diameter bolts. Using both LRFD and ASD,
determine the maximum tensile load the connection can
support. Disregard the shear strength of the bolts and
eccentricity.
P
2 in
2.5 in
2.5 in
2 in
2.75 in
-F-
O
O
-G
A-
B
-E
9 in
2. Provide a Flowchart for the Design of Tension
Members Using LRFD.
3. Provide a Flowchart for the Design of Tension
Members Using ASD.
0.5 in

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