Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use A36 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. w310×44.5 20mm Diameter Rivets 2@60 t mur Figure. Problem 6 (The shown dimensions are in mm)
Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use A36 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. w310×44.5 20mm Diameter Rivets 2@60 t mur Figure. Problem 6 (The shown dimensions are in mm)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5
connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each
critical section and use 436 steel and the AISC LRFD specification. The combined overload
factor for dead and live load is to be 1.38.
T2
T.
T/2
20mm Diameter Rivets
2@60
Figure. Problem 6 (The shown dimensions are in mm)
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