All measurements shown in mm. The connected plates are 10mm. Apply NSCP Specs for welded connections. Fy =420MPa, Fu = 580MPa. L2is the length of the transverse weld. Note: L1 = 500mm, L3 = 500 & width = 300mm.1. Determine the maximum weld thickness that can be used.2. Determine the effective weld length of each weld if the actual welds used in the connection is 4mm. L2 =300mm.3. If the plates used are 10 mm, determine the tension yielding and rupture capacity. Consider θ = 0°, L2 = 0 and LRFD NSCP 2015.4. If the welds used are 8 mm, determine the weld capacity. Consider θ = 0°, L2 = 300mm. Weld strength, Fw = 485MPa. LRFD.5. If the welds used are 8 mm, determine the weld capacity. Consider θ = 30°, L2 = 0mm. LRFD. Situation 5:All measurements shown in mm. The connected plates are 10mm. Apply NSCP Specs for welded connections. Fy =420MPa, F = 580MPa. L₂is the length of the transverse weld. Note: L1 = 500mm, L3 = 500 & width = 300mm.1. Determine the maximum weld thickness that can be used.2. Determine the effective weld length of each weld if the actual welds used in the connection is 4mm. L₂ =300mm.3. If the plates used are 10 mm, determine the tension yielding and rupture capacity. Consider 9=0°, L₂ = 0 andLRFD NSCP 2015.4. If the welds used are 8 mm, determine the weld capacity. Consider = 0°, L₂ = 300mm. Weld strength, Fw=485MPa. LRFD.5. If the welds used are 8 mm, determine the weld capacity. Consider = 30°, L₂ = 0mm. LRFD.L1L3deg

Solution based on NSCP Specs for Welded ConnectionsGiven Information:Plate thickness (t) = 10…

Answered: Situation 5: All measurements shown in…

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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All measurements shown in mm. The connected plates are 10mm. Apply NSCP Specs for welded connections. Fy =420MPa, Fu = 580MPa. L2is the length of the transverse weld. Note: L1 = 500mm, L3 = 500 & width = 300mm.

1. Determine the maximum weld thickness that can be used.
2. Determine the effective weld length of each weld if the actual welds used in the connection is 4mm. L2 =300mm.
3. If the plates used are 10 mm, determine the tension yielding and rupture capacity. Consider θ = 0°, L2 = 0 and LRFD NSCP 2015.
4. If the welds used are 8 mm, determine the weld capacity. Consider θ = 0°, L2 = 300mm. Weld strength, Fw = 485MPa. LRFD.
5. If the welds used are 8 mm, determine the weld capacity. Consider θ = 30°, L2 = 0mm. LRFD.