SOLVE FOR1 HR Determine the adequacy of the tension members of the determinate bolted truss shown belowbased on the service loads shown. Use A50 steel. Assume there are three line of bolts inconnection. Neglect weight of truss members. Hint: There are three tension members in the truss.Use ASD.Tension Member300KN\12m13mW12+120Sm- 22mm300KN\12m13m45Elastio PropertiesFlangeAxis Y-YRangethicknessWebAxis X-XDESIGNATION WeightAreaDepth thicknesswidthDESIGNATIONdxwx10mmr10mmAHtwbfrtx10x10kgimmmmmmmmmmmmmmmmmmmmmW12X120179.122,774333.218.0312 928.185.85445,3682,673.3139.84 143,600917.979.41W12X120

Given: fy = 345 MPa fu = 414 MPa

Determine the adequacy of the tension members of the determinate bolted truss shown below based on the service loads shown. Use A50 steel. Assume there are three line of bolts in connection. Neglect weight of truss members. Hint: There are three tension members in the truss. Use ASD. 300kN W12X120 13m 300kN 45° DESIGNATION Weight dxw W kg/m 179.1 5m B 13m 12m 12m Tension Member Web Flange Range Depth thickness width thickness H tw tf bf mm mm mm mm 312.9 28.1 Area A mm² 22,774 333.2 18.0 W12x120 rt mm 85.85 22mm I x10² mm² 445,368 Elastic Properties Axis X-X $ x10³ mm³ mm 2.673.3 139.84 I Axis Y-Y $ x10³ mm² mm² 143,600 917.9 r mm 79.41 DESIGNATION W12X120

Determine the adequacy of the tension members of the determinate bolted truss shown below based on the service loads shown. Use A50 steel. Assume there are three line of bolts in connection. Neglect weight of truss members. Hint: There are three tension members in the truss. Use ASD. 300kN W12X120 13m 300kN 45° DESIGNATION Weight dxw W kg/m 179.1 5m B 13m 12m 12m Tension Member Web Flange Range Depth thickness width thickness H tw tf bf mm mm mm mm 312.9 28.1 Area A mm² 22,774 333.2 18.0 W12x120 rt mm 85.85 22mm I x10² mm² 445,368 Elastic Properties Axis X-X $ x10³ mm³ mm 2.673.3 139.84 I Axis Y-Y $ x10³ mm² mm² 143,600 917.9 r mm 79.41 DESIGNATION W12X120

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter6: Beam–columns

Section: Chapter Questions

Problem 6.9.2P

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