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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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