A W14X120 is used as a tension member in atruss. The flangesof the member are connected to a gusset plate by 3/4 inchboltas shown below. Use A36 steel with Fy-36 ksi and Fu=58ksiDetermine the Yielding Capacity of the section based onLRFD (kips)Determine the Tensile Rupture capacity of the sectionbased on LRFDDetermine the Demand to Governing Capacity Ratio (basedon yielding and rupture only) if the Demand load carried bythe section are DL=200 kips LL=400 kips use LRFDProperties and DimensionAg=35.30 in^2x = 6.24 inry= 3.74 ind=14.5 intf=0.94 inbf=14.7 intw=0.59 ink=1.54d=14.5Yk1=1.5bf=14.7tf-0.94X-tw=0.59H

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A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by 3/4 inch boltas shown below. Use A36 steel with Fy=36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips) Determine the Tensile Rupture capacity of the section based on LRFD

A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by 3/4 inch boltas shown below. Use A36 steel with Fy=36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips) Determine the Tensile Rupture capacity of the section based on LRFD

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.5P

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