a. the design block shear strength of the connection b. the allowable block shear strength of the connection

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Part a
3.5-3
In the connection shown in Figure P3.5-3, the bolts are 3/4-inch in diameter,
and A36 steel is used for all components. Consider both the tension mem-
ber and the gusset plate and compute the following:
a. the design block shear strength of the connection
b. the allowable block shear strength of the connection
3-02
1/2"
1/2"
FIGURE P3.5-2
2¹/2"
3¹/2"
-3"-
n
1/2" A SEU
10 brol ove
FIGURE P3.5-3
t = ³/8
- t = 7/16
to vikaol
Transcribed Image Text:3.5-3 In the connection shown in Figure P3.5-3, the bolts are 3/4-inch in diameter, and A36 steel is used for all components. Consider both the tension mem- ber and the gusset plate and compute the following: a. the design block shear strength of the connection b. the allowable block shear strength of the connection 3-02 1/2" 1/2" FIGURE P3.5-2 2¹/2" 3¹/2" -3"- n 1/2" A SEU 10 brol ove FIGURE P3.5-3 t = ³/8 - t = 7/16 to vikaol
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