HW 3 Determine the column loads assuming:DL (decking, flooring, etc.) = 10 psfLL (occupancy)= 40 psf50 psfTotalBeam B-2 spans between girder G-3 and column B-2 andbeam B-3 spans between girder G-3 and column C-2.K10¹G3BGIOPENB-2DECKINGSad 8th of Makacals for Architecture and Buidhey Construction, 4adionDry Ca23aG2DDECKING)B-3TYPICAL FLOOR FRAMING2012, 2007 2002, 1999 by Pearson Higher Education, IncUpper Bade River New Jersey 0745 Al Fogrs Reserved HW 3 Determine the column loads assuming:DL (decking, flooring, etc.) = 10 psfLL (occupancy)= 40 psf50 psfTotalBeam B-2 spans between girder G-3 and column B-2 andbeam B-3 spans between girder G-3 and column C-2.K10¹G3BGIOPENB-2DECKINGSad 8th of Makacals for Architecture and Buidhey Construction, 4adionDry Ca23aG2DDECKING)B-3TYPICAL FLOOR FRAMING2012, 2007 2002, 1999 by Pearson Higher Education, IncUpper Bade River New Jersey 0745 Al Fogrs Reserved

Answered: Image /qna-images/answer/d65e0fa1-c905-4222-828b-08a4968ba1ea.jpg

HW 3 Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 50 psf Total Beam B-2 spans between girder G-3 and column B-2 and beam B-3 spans between girder G-3 and column C-2. K 10¹ G3. B B-2 DECKING Sad Shangth of Makecals for Architecture and Buiding Construction, radion Dery Ca GI OPEN DECKING) B-3 23 a G2 101 00 TYPICAL FLOOR FRAMING 2012 2007 2002, 1999 by Paarun Higher Education, Inc. Upper Sadite Re. New Jersey 07415 Al Fogrs Reserved

HW 3 Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 50 psf Total Beam B-2 spans between girder G-3 and column B-2 and beam B-3 spans between girder G-3 and column C-2. K 10¹ G3. B B-2 DECKING Sad Shangth of Makecals for Architecture and Buiding Construction, radion Dery Ca GI OPEN DECKING) B-3 23 a G2 101 00 TYPICAL FLOOR FRAMING 2012 2007 2002, 1999 by Paarun Higher Education, Inc. Upper Sadite Re. New Jersey 07415 Al Fogrs Reserved

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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