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Design member L2L3 of the truss shown in Fig P420 It is to consist of a pair of angles with a in gusset plate between the angles at each joint Use A36 steel and assume two lines of three in

Design member L2L3 of the truss shown in Fig P420 It is to consist of a pair of angles with a in gusset plate between the angles at each joint Use A36 steel and assume two lines of three in

Design member L2L3 of the truss shown in Fig. P4-20. It is to consist of a pair of angles with a -in gusset plate between the angles at each joint. Use A36 steel and assume two lines of three -in Ø bolts in each vertical angle leg, 4 in on center. Consider only the angles shown in the double-angle tables of the AISC Manual. For each load, PD = 60 k and PL = 48 k. Do not consider block shear.

 

 

 
rahul 07-Jul-2020

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