b) Use the AISC Specifications and determine the live load deflection for the section W21x62when used for part (a) above, and compare it to the allowable live load deflection of L/360.Do part B, answer should be 0.583" for deflectionThe beam shown in the figure is subjected to uniformly distributed dead and live loads aswell as a concentrated load at mid-span. The beam is laterally supported at mid-span andboth ends. Use the AISC-LRFD and determine the value of Co for the beam.Wo=0.3We = 2.25トctoaーートーー

Answered: Image /qna-images/answer/8b0233c2-4c66-4a38-be6c-226fcddea4f3.jpg

Answered: r part (a) above, and compare it to the…

r part (a) above, and compare it to the allowable live load deflection of L/360. C Specifications and determine the live load deflection for the section W21x62

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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Concept explainers

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

b) Use the AISC Specifications and determine the live load deflection for the section W21x62
when used for part (a) above, and compare it to the allowable live load deflection of L/360.
Do part B, answer should be 0.583" for deflection
The beam shown in the figure is subjected to uniformly distributed dead and live loads as
well as a concentrated load at mid-span. The beam is laterally supported at mid-span and
both ends. Use the AISC-LRFD and determine the value of Co for the beam.
Wo=0.3
We = 2.25
トc
to
a
ーートーー

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