Determine the designusing ASD and NSCPspecifications for the connectionshown. Use A36 steel and D201177575capacitydiameter bolt on an oversized holediameter. Show complete solutionand round your final answer to thePuORnearest thousandths.PAFor problem 01:Due GSY:ØPn = ØA,Fy; ø = 0.90Due TRSØPn = ØUA„Fu ;ø = 0.75125U = 1-Due to BSSØR, = Ø[0. 60A,yFu + UpsAntFu]< ø[0.60A,„Fy + UpsAntFu] ; 60.75Slendemess Ratio< 300 ;*minFor section propertiesIx = Iox + A(y²)ly = Ioy + A(x²)%3Dr =Nominal hole diameterBoltHole diameterdnetdiameterStandardOversizedM161820+ 2mmM202224+ 2mmM222428+ 2mmM242730+ 2mmX = 14.35 mmXC8x18.75= 3,555 mm?A, =bf = 64.2 mmtf = 9.9 mmtw = 12.4 mmd = 203.2 mmly = 18.31 x10° mm*Ix = 0.82 x106 mm%3D278

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Determine the design capacity using ASD and NSCP specifications for the connection shown. Use A36 steel and D20 117 75 75 diameter bolt on an oversized hole Pu diameter. Show complete solution and round your final answer to the nearest thousandths. For problem 01: OR PA Due GSY: ØP, = ØA‚Fy; ø= 0.90 %3D Due TRS ØPn = ØUA„Fu ;ø= 0.75 125 U = 1- L Due to BSS ØR„ = Ø[0. 60AnµFu + UpsAnFu] < ø[0.60A,„F, + Ups AntFu] : 6 = 0.75 Slendeness Ratio < 300 ; 278 008 75 75

Determine the design capacity using ASD and NSCP specifications for the connection shown. Use A36 steel and D20 117 75 75 diameter bolt on an oversized hole Pu diameter. Show complete solution and round your final answer to the nearest thousandths. For problem 01: OR PA Due GSY: ØP, = ØA‚Fy; ø= 0.90 %3D Due TRS ØPn = ØUA„Fu ;ø= 0.75 125 U = 1- L Due to BSS ØR„ = Ø[0. 60AnµFu + UpsAnFu] < ø[0.60A,„F, + Ups AntFu] : 6 = 0.75 Slendeness Ratio < 300 ; 278 008 75 75

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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