Design the most economical W-shape for a typical filler beam and interior girder in the partial framing plan. For both structural members, draw load diagrams and solve for reactions. 5" slab (3½" NW Concrete + 1 ½" Type B 19 Gage Deck) Floor mech. 45 psf = 20' H H | | Live = 60 psf 4 @ 7' = 28' Ext. Wall = 50 #/ft I - - H I - I

Design the most economical W-shape for a typical filler beam and interior girder in the partial framing plan. For both structural members, draw load diagrams and solve for reactions. 5" slab (3½" NW Concrete + 1 ½" Type B 19 Gage Deck) Floor mech. 45 psf = 20' H H | | Live = 60 psf 4 @ 7' = 28' Ext. Wall = 50 #/ft I - - H I - I

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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