RE-EXAMINATION Principles of Steel Design 1. For the section shown, compute the following: a.) The centroidal x and y coordinates. ( b.) Moments of Inertia with respect to the centroidal x and y axes. c.) Section Modulus (Sx and Sy) - d.) Radius of Gyration (rx and ry) (1 e.) Maximum and Minimum Moments of Inertia (Imax and Imin) (Draw the Mohr's Circle to substantiate your Solutions) 250.00 24.00- 38.00L 18.00 -63.00- 150.00 300.00 -X 20.00- USE THESE AS YOUR REFERENCE AXES

RE-EXAMINATION Principles of Steel Design 1. For the section shown, compute the following: a.) The centroidal x and y coordinates. ( b.) Moments of Inertia with respect to the centroidal x and y axes. c.) Section Modulus (Sx and Sy) - d.) Radius of Gyration (rx and ry) (1 e.) Maximum and Minimum Moments of Inertia (Imax and Imin) (Draw the Mohr's Circle to substantiate your Solutions) 250.00 24.00- 38.00L 18.00 -63.00- 150.00 300.00 -X 20.00- USE THESE AS YOUR REFERENCE AXES

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

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RE-EXAMINATION
Principles of Steel Design
1. For the section shown, compute the following:
a.) The centroidal x and y coordinates. (
b.) Moments of Inertia with respect to the centroidal x and y axes.
c.) Section Modulus (Sx and Sy)
d.) Radius of Gyration (rx and ry) (1
e.) Maximum and Minimum Moments of Inertia
(Imax and Imin) (Draw the Mohr's Circle to substantiate your
Solutions)
250.00
24.00-
s8.ook
-63.00-
-150.00-
300.00
-X
20.00-
USE THESE AS YOUR REFERENCE AXES

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