6. Member BC in the trussbelow is a 300 mm wide, 10mm thick steel plate attachedto two other 12 mm plates atJoint C by three 24mmp A490N bolts. The plate is A36. Determine the safe load Puusing LRFD that the truss can resist according to the capacity of the connection.1515с1.53P.+D1.580 mm70 mm70 mm80 mmFac7. Repeat Problem 6 using 30mm A325-N bolts and A-50 steel. Use ASD.50 mmFac

Member BC: 300mm wide, 10mm plate attached to two 12mm plates at joint C, 3 A490 bolts, A36 plate

Member BC in the truss below is a 300 mm wide, 10 mm thick steel plate attached to two other 12 mm plates at Joint C by three 24mmp A490N bolts. The plate is A36. Determine the safe load P using LRFD that the truss can resist according to the capacity of the connection.

Member BC in the truss below is a 300 mm wide, 10 mm thick steel plate attached to two other 12 mm plates at Joint C by three 24mmp A490N bolts. The plate is A36. Determine the safe load P using LRFD that the truss can resist according to the capacity of the connection.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.9P

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Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

6. Member BC in the truss
below is a 300 mm wide, 10
mm thick steel plate attached
to two other 12 mm plates at
Joint C by three 24mmp A490N bolts. The plate is A36. Determine the safe load Pu
using LRFD that the truss can resist according to the capacity of the connection.
15
15
с
1.5
3P.
+
D
1.5
80 mm
70 mm
70 mm
80 mm
Fac
7. Repeat Problem 6 using 30mm A325-N bolts and A-50 steel. Use ASD.
50 mm
Fac

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