A tapered steel member of length, / (feet) is subjected to external loading of 25 kips as shown in the Figure. Solve for nodal displacements if the tapered member is approximated using 3 one-dimensional elements. Assume / = last digit of your student ID. If the ID ends with a zero value, use /= 3 feet. A4-6 in² 4 A3=8 in² 30 l A₂ = 10 in² 2 A₁ = 12 in² 1 3 A 25 kips Atop = 6 in² E = 29(10³) ksi Abottom=12 in²

A tapered steel member of length, / (feet) is subjected to external loading of 25 kips as shown in the Figure. Solve for nodal displacements if the tapered member is approximated using 3 one-dimensional elements. Assume / = last digit of your student ID. If the ID ends with a zero value, use /= 3 feet. A4-6 in² 4 A3=8 in² 30 l A₂ = 10 in² 2 A₁ = 12 in² 1 3 A 25 kips Atop = 6 in² E = 29(10³) ksi Abottom=12 in²

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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Concept explainers

Plane and Space Trusses

In civil engineering, a truss is the most important structure that forms the most fundamental member of any building structure and commercial complexes. Trusses are composed of individual members or links that are interconnected by suitable joints, such as rivets, welds, or bolts, and nuts. In trusses, the interconnection leads to the formation of a series of triangles joined together such that all the triangular members behave as a single rigid body. In a simple truss, three members are connected to form a truss member. In trusses, the force always acts at the joints or the interconnection between the individual members.

Question

My last digit ID number is 2. And please solve showing full steps

A tapered steel member of length, / (feet) is subjected to external loading of 25 kips as
shown in the Figure. Solve for nodal displacements if the tapered member is approximated
using 3 one-dimensional elements.
Assume / = last digit of your student ID. If the ID ends with a zero value, use /= 3 feet.
A₁=6 in² 4
A3=8 in² 30
l
A₂ = 10 in² 2
A₁ = 12 in² 1
3
A
25 kips
Atop
= 6 in²
E = 29(10³) ksi
Abottom=12 in²

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