B6mLPP-8m--8m--8m-8mIn the bridge truss shown in figure, the end chord AB iscomposed of two C 230 x 30 channels latticed together sothat the fabricated section has equal moments of inertiaabout the axes of symmetry.Properties of C 230 x 30Ix = 25.5 x 10^6 mm^4 A=3800 mm^2%3Da. 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 strengthof member AB, which of the following gives the value of Pusing NSCP Specifications with Fy = 290 MPa.%3D

The given data is: C 230*230: Sx=25.5*106 mm4 A=380 mm2 E=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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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