Using the appropriate formula, determine the shear lag factor. Determine the design strength. Consider all limit states Determine the net area along the shear surface. A double-channel shape, 2C8 x 18.75, isused as a tension member. The channels arebolted to a 3/8-inch gusset plate with 7/8-inch diameter bolts. The tension member isA572 Grade 50 steel and the gusset plate isA36 . Using the appropriate formula,determine the shear lag factor.2"- 3">< 3" < 3"2"оооооо2"2C8 x 18.75t = ½"

Consider the following diagram of channel section: Calculate nominal strength in yielding by load…

Answered: Using the appropriate formula,…

Using the appropriate formula, determine the shear lag factor. Determine the design strength. Consider all limit states Determine the net area along the shear surface.

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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Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

Using the appropriate formula, determine the shear lag factor. Determine the design strength. Consider all limit states Determine the net area along the shear surface.

A double-channel shape, 2C8 x 18.75, is
used as a tension member. The channels are
bolted to a 3/8-inch gusset plate with 7/8-
inch diameter bolts. The tension member is
A572 Grade 50 steel and the gusset plate is
A36 . Using the appropriate formula,
determine the shear lag factor.
2"
- 3">< 3" < 3"
2"
ооо
ооо
2"
2C8 x 18.75
t = ½"

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