Tension Member A36 Steel Plate P Calculate Tension Capacity of line abcde (A„) 1. 2. abfcgde (A) 3. abfgde (A,), and 4. Yielding over A gross

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
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10 – 7/8" Bolts
Gusset Plate
Plate thickness t = ½"
2"
b.
2"
Tension Member
A36 Steel Plate
2"
P
12"
2"
g
I 2"
Calculate Tension Capacity
2"
of line
1. abcde (A,„)
2. abfcgde (A„)
3. abfgde (A,), and
4. Yielding over Agross
An
A
3"
3"
Transcribed Image Text:10 – 7/8" Bolts Gusset Plate Plate thickness t = ½" 2" b. 2" Tension Member A36 Steel Plate 2" P 12" 2" g I 2" Calculate Tension Capacity 2" of line 1. abcde (A,„) 2. abfcgde (A„) 3. abfgde (A,), and 4. Yielding over Agross An A 3" 3"
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Segui, William T.
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