Engineering

Civil EngineeringSteel Design (Activate Learning with these NEW titles from Engineering!)Determine the nominal flexural strength of the following welded shape: The flanges are 1 inch × 1 0 inches , the web is 3 8 inch × 45 inch , and the member is simply supported, uniformly loaded, and has continuous lateral support. A572 Grade 50 steel is used.BuyFind*launch*

6th Edition

Segui + 1 other

Publisher: Cengage Learning

ISBN: 9781337094740

Chapter 10, Problem 10.4.1P

Textbook Problem

Determine the nominal flexural strength of the following welded shape: The flanges are

Expert Solution

To determine

Nominal flexural strength of the given welded shape.

**Given information:**

Web thickness

Depth of web from inside face of flange to inside face of flange

Thickness of flange

Area of flange

**Calculation:**

Web width to thickness ratio given by,

Determine web is slender or not.

Now,

From the above equation web is non slender.

Calculate the elastic section modulus by using the formula,

Calculate

Maximum distance is calculated by using the formula,

Elastic section modulus about the axis

Tension in flange strength is given by,

From AISC table B4-1b than the required slenderness parameters

Here

To calculate the plate girder strength reduction factor values

From AISC Equation

From AISC Equation

**Conclusion:**

Therefore, the nominal flexural strength for the given welded plate is

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

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