The angle L 8 x 8 x ½ in tension shown in the figure below must resist aservice dead load of 35 kips, live load of 50 kips, and a roof live load of 2kips. The steel used is A50 (Fy = 50 ksi, Fu = 65 ksi) and its welding length is 4”.Determine if the member has sufficient fracture and yield strength. El ángulo L 8 x 8 x ½ en tensión mostrado en la figura a continuación, debe resistir unacarga muerta de servicio de 35 kips, carga viva de 50 kips, y una carga viva de techo de 2kips. El acero usado es A50 (Fy = 50 ksi, Fu= 65 ksi) y su longitud de soldadura es de 4".Determine si el miembro tiene suficiente resistencia por fractura y por fluencia.

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Answered: The angle L 8 x 8 x ½ in tension shown…

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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The angle L 8 x 8 x ½ in tension shown in the figure below must resist a
service dead load of 35 kips, live load of 50 kips, and a roof live load of 2
kips. The steel used is A50 (Fy = 50 ksi, Fu = 65 ksi) and its welding length is 4”.
Determine if the member has sufficient fracture and yield strength.

El ángulo L 8 x 8 x ½ en tensión mostrado en la figura a continuación, debe resistir una
carga muerta de servicio de 35 kips, carga viva de 50 kips, y una carga viva de techo de 2
kips. El acero usado es A50 (Fy = 50 ksi, Fu= 65 ksi) y su longitud de soldadura es de 4".
Determine si el miembro tiene suficiente resistencia por fractura y por fluencia.

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