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6m LP P -8m- LP -8m- -8m- -8m- n the bridge truss shown in figure, the end chord AB is composed of two C 230 x 30 channels latticed together that the fabricated section has equal moments of inertia about the axes of symmetry. Properties of C 230 x 30 x 25.5 x 10^6 mm^4 A=3800 mm^2 a. Determine the slenderness ration of section AB. p. Determine the capacity of member AB. c. If the safe load P on the truss is governed by the stren of member AB, which of the following gives the value of using NSCP Specifications with Fy = 290 MPa.

6m LP P -8m- LP -8m- -8m- -8m- n the bridge truss shown in figure, the end chord AB is composed of two C 230 x 30 channels latticed together that the fabricated section has equal moments of inertia about the axes of symmetry. Properties of C 230 x 30 x 25.5 x 10^6 mm^4 A=3800 mm^2 a. Determine the slenderness ration of section AB. p. Determine the capacity of member AB. c. If the safe load P on the truss is governed by the stren of member AB, which of the following gives the value of using NSCP Specifications with Fy = 290 MPa.

Structural Analysis
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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B 6m LP P -8m- -8m- -8m -8m In the bridge truss shown in figure, the end chord AB is composed of two C 230 x 30 channels latticed together so that the fabricated section has equal moments of inertia about the axes of symmetry. Properties of C 230 x 30 Ix = 25.5 x 10^6 mm^4 A=3800 mm^2 %3D a. Determine the slenderness ration of section AB. b. Determine the capacity of member AB. c. If the safe load P on the truss is governed by the strength of member AB, which of the following gives the value of P using NSCP Specifications with Fy = 290 MPa. %3D
Transcribed Image Text:B 6m LP P -8m- -8m- -8m -8m In the bridge truss shown in figure, the end chord AB is composed of two C 230 x 30 channels latticed together so that the fabricated section has equal moments of inertia about the axes of symmetry. Properties of C 230 x 30 Ix = 25.5 x 10^6 mm^4 A=3800 mm^2 %3D a. Determine the slenderness ration of section AB. b. Determine the capacity of member AB. c. If the safe load P on the truss is governed by the strength of member AB, which of the following gives the value of P using NSCP Specifications with Fy = 290 MPa. %3D
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