An ISA 90 x 60 x 8 mm of steel of grade Fe410 is connected to a 12 mm gusset plate and is used as a tension member. Which of the following options are correct for length of welds 4 and l to be provided on upper and lower edges of connected leg only as shown in figure? Assume size of weld as 6 mm. = 14.8 mm 60 mm For ISA 90 x 60 x 8 mm Ag = 1137 mm2, Czz = 29.6 mm, Cw = 14.8 mm (Assume shop weld) for force P = 173.42 kN, length 1, is provided as for force P2 = 84.99 kN, length is provided as 0 mm C =29.6 mm 90 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An ISA 90 x 60 × 8 mm of steel of grade Fe410 is connected to a 12 mm gusset plate and is used as a tension member. Which of the following options are correct for length
of welds 4 and l, to be provided on upper and lower edges of connected leg only as shown in figure? Assume size of weld as 6 mm.
= 14.8 mm
60 mm
For ISA 90 x 60 x 8 mm
Ag = 1137 mm2, Czz = 29.6 mm, Cyy = 14.8 mm
(Assume shop weld)
for force P = 173.42 kN, length 1, is provided as
for force P2 = 84.99 kN, length 12 is provided as
-uw 06 -
C. = 29.6 mm
- wW 06 -
Transcribed Image Text:An ISA 90 x 60 × 8 mm of steel of grade Fe410 is connected to a 12 mm gusset plate and is used as a tension member. Which of the following options are correct for length of welds 4 and l, to be provided on upper and lower edges of connected leg only as shown in figure? Assume size of weld as 6 mm. = 14.8 mm 60 mm For ISA 90 x 60 x 8 mm Ag = 1137 mm2, Czz = 29.6 mm, Cyy = 14.8 mm (Assume shop weld) for force P = 173.42 kN, length 1, is provided as for force P2 = 84.99 kN, length 12 is provided as -uw 06 - C. = 29.6 mm - wW 06 -
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