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6th Edition

Segui + 1 other

Publisher: Cengage Learning

ISBN: 9781337094740

Chapter 8, Problem 8.4.16P

Textbook Problem

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Same as Problem 8.4-15, but use ASD.

To determine

**(a)**

The design of the welded connection by using elastic method and ASD.

**Given:**

A36 steel

Dead load = 31 kips

Live load = 31 kips

**Calculation:**

Determine the factored loads:

where, D is dead load and L is live load

For

Minimum

Maximum =

Use E70 fillet welds.

Try

Investigate the two options:

First assuming the same strength for both the longitudinal and transverse welds,

Capacity per inch of length is

Base metal shear strength of the angle:

Yielding:

To determine

**(b)**

The design of a welded connection by using the elastic method and LRFD and balancing the welds.

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

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