A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure. Compute the nominal block shear strength. Note: ... A992 steel Fy = 50 ksi Fu = 65 ksi Ubs = 1.0 %3D 12"+3"→|<-3"→|+3"→|<3">| 42" 7.85" 0.25"

Structural Analysis
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Chapter2: Loads On Structures
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A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure.
Compute the nominal block shear strength.
Note:
A992 steel
Fy = 50 ksi
Fu = 65 ksi
Ubs = 1.0
%3D
12"+3">|<-3"→|+3"→|<-3">|
42"
7.85"
0.25"
Round your answer to 3 decimal places.
Transcribed Image Text:A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure. Compute the nominal block shear strength. Note: A992 steel Fy = 50 ksi Fu = 65 ksi Ubs = 1.0 %3D 12"+3">|<-3"→|+3"→|<-3">| 42" 7.85" 0.25" Round your answer to 3 decimal places.
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