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"

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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.

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