1)tensiom due to dead load=55 kips
Tension due to live load=65 kips
Factored yension load=1.2*55+1.6*65=170 kips
Let thickness required be t
Yield strength=50 ksi
Width=6
0.9*6*t*50=170
t=0.629"
Provide 3/4 " thick plate
2)let weld length on two sides be L
Weld size=5/16 fillet
D=5
1.392*5*6+2*1.392*5*L=170
L=9.2"
Provide 10" long weld on each side of plate in addtion to the 6"long weld already shown in question
0u Slale Uhiversity A C- shaped weldup is to attach a tension p[ e to a...
A c-shaped weld group is to attach a tension plate to a gusset
plate.
Givens:
PDL= 55 k
PLL= 65 k
Using A992 steel and LRFD, design the thickness of the tension
plate.
Use E70 electrodes and 5/16” weld to complete3 the c-shaped
weld design.
***please provide steps on how to solve....thank you.
%2
%2