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Engineering
Civil EngineeringSteel Design (Activate Learning with these NEW titles from Engineering!)6th Edition
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Compute the nominal block shear strength of the tension member shown in Figure P3.5-1. ASTM A572 Grade 50 steel is used. The halls are 7 8 inch in diameter.

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Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740

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Problem 3.2.1P
Problem 3.2.2P
Problem 3.2.3P
Problem 3.2.4P
Problem 3.2.5P
Problem 3.2.6P
Problem 3.3.1P
Problem 3.3.2P
Problem 3.3.3P
Problem 3.3.4P
Problem 3.3.5P
Problem 3.3.6P
Problem 3.3.7P
Problem 3.3.8P
Problem 3.4.1P
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Problem 3.4.3P
Problem 3.4.4P
Problem 3.4.5P
Problem 3.4.6P
Problem 3.5.1P
Problem 3.5.2P
Problem 3.5.3P
Problem 3.5.4P
Problem 3.6.1P
Problem 3.6.2P
Problem 3.6.3P
Problem 3.6.4P
Problem 3.6.5P
Problem 3.6.6P
Problem 3.7.1P
Problem 3.7.2P
Problem 3.7.3P
Problem 3.7.4P
Problem 3.7.5P
Problem 3.7.6P
Problem 3.8.1P
Problem 3.8.2P
Problem 3.8.3P
Problem 3.8.4P
Problem 3.8.5P
BuyFindarrow_forward

Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740
Chapter 3, Problem 3.5.1P
Textbook Problem
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Compute the nominal block shear strength of the tension member shown in Figure P3.5-1. ASTM A572 Grade 50 steel is used. The halls are 7 8 inch in diameter.

Chapter 3, Problem 3.5.1P, Compute the nominal block shear strength of the tension member shown in Figure P3.5-1. ASTM A572

To determine

The nominal block shear strength of tension member.

Explanation of Solution

Given:

The following figure shows the A572 Grade 50 steel connection with 78′​′ bolts.

Figure-(1)

Concept Used:

Write the expression for block shear.

Ru=0.6FuAnv+UbsFuAnt …… (I)

The upper limit of the block shear is,

0.6FyAgv+UbsFuAnt …… (II)

Here, the block shear is Ru, the ultimate stress is Fu, the yield stress is 0.6Fy, the factor for tension stress is Ubs, the gross area along the shear surface is Agv, the net area along the shear surface is Anv and the net area along the tension surface is Ant.

The following figures illustrate the different area of the member employed:

Figure-(2)

Calculation:

Calculate the gross area along the shear surface.

Agv=716 in×(112 in+3 in)=716 in×(4.5 in)=1.969 in2

Calculate the net area along the shear surface.

Anv=716 in×(112 in+3 in)−716 in(1.5×(78+18) in)=716 in×(4.5 in)−716 in(1.5×1 in)

Solve further.

Anv=1.969 in2−0.656 in2=1.313 in2

Calculate the net area along the tension surface

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