4) Find the most economical wide flange section for an A992 steel beam (E = 29 x 10³ ksi) using LRFD which spans 45 ft. with a dead load of 50 lb/ft² and a live load of 95 lb/ft² if the beams are spaced 12 ft apart and full lateral bracing is provided. Determine the total maximum deflection. (Because the beam is fully braced, you should utilize a reference table with wide flanges in descending order of Z as found in the note set.) Additional wide flange properties which the text does not show text is provided on the following pages %3D

Mathematics For Machine Technology
8th Edition
ISBN:9781337798310
Author:Peterson, John.
Publisher:Peterson, John.
Chapter48: Applications Of Formulas To Spur Gears
Section: Chapter Questions
Problem 68A
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4) Find the most economical wide flange section for an A992 steel beam (E = 29 x 10° ksi)
using LRFD which spans 45 ft. with a dead load of 50 lb/ft and a live load of 95 lb/ft² if the
beams are spaced 12 ft apart and full lateral bracing is provided. Determine the total
maximum deflection. (Because the beam is fully braced, you should utilize a reference table
with wide flanges in descending order of Z as found in the note set.) Additional wide flange
properties which the text does not show text is provided on the following pages.
Transcribed Image Text:4) Find the most economical wide flange section for an A992 steel beam (E = 29 x 10° ksi) using LRFD which spans 45 ft. with a dead load of 50 lb/ft and a live load of 95 lb/ft² if the beams are spaced 12 ft apart and full lateral bracing is provided. Determine the total maximum deflection. (Because the beam is fully braced, you should utilize a reference table with wide flanges in descending order of Z as found in the note set.) Additional wide flange properties which the text does not show text is provided on the following pages.
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