Question: Please only answer if confident, Use shigley book for mechanical design. Table 9 - 4 Stresses Permitted by the AISC Code for Weld Metal *

Please only answer if confident,
Use shigley book for mechanical design. Table 9-4 Stresses Permitted by the AISC Code for Weld Metal
*The factor of safety n has been computed by using the distortion-energy theory.
? Shear stress on base metal should not exceed 0.40Sy of base metal. 9-46F=2kip,T=15kip*in.
Bending:
Table 9-2: A=1.414hr=1.414h(1)=4.442h in ?2
Iu=r3=(1)3=3.142in3,I=0.707h(3.142)=2.221hin4
'=VA=24.442h=0.4502hk
('')M=MrI=2(6)(1)2.221h=5.403hk
Torsion:
Table 9-1: ,Ju=2r3=2(1)3=6.283 in ?3,J=0.707h(6.283)=4.442 in ?4
('')T=TrJ=15(1)4.442h=3.377hk
max='2+('')M2+('')T22=(0.4502h)2+(5.403h)2+(3.377h)22=6.387hk
max=all,=>,6.387h=20,=>,h=0.319inAns
Should specify a 38 in weld. Ans. Type of weld
\table[[,,Plug,Groove],[Bead,Fillet,\table[[or],[slot]],Square,V,Bevel,U,J,],[,,,,,,,,],[,,,,,,,,]]
A vertical column of 1018 hot-rolled steel is 254.000 mm wide. An attachment has been designed to the point shown in
the figure. The static load of 88.960 kN is applied, and the clearance a of 158.750 mm has to be equaled or exceeded.
The attachment is also 1018 hot-rolled steel, to be made from 12.700 mm plate with weld-on bosses when all dimensions
are known. Specify the weldment (give the pattern, electrode number, type of weld, length of weld bead, and leg size).
Specify also the length l1 for the attachment.
(Hints: Use Tables A-20 for material properties you need and also use any relevant Figure,
chart, table or equation or any other parameter you need to calculate).

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