part 4 and 5 please **Part 4**Calculate the moment of inertia for the entire cross-section about its z centroidal axis.- **Answer:** \( I_z = \) [Input Field] in\(^4\)[Button: eTextbook and Media] [Button: Save for Later] [Button: Submit Answer]---**Part 5**Enter the maximum positive and negative bending moments for the beam. One method for determining these would be to begin by drawing shear-force and bending-moment diagrams for the beam on a piece of paper. Be sure to use the sign conventions from Section 7.1. Determine the maximum positive and negative bending moments from your bending-moment diagram. The "maximum negative bending moment" is the negative bending moment with the largest magnitude. Enter the maximum negative moment as a negative value here.- **Answers:** - \( M_{\text{max}+} = \) [Input Field] lb-ft - \( M_{\text{max}-} = \) [Input Field] lb-ftNote: There are no graphs or diagrams included in the image. ### Beam Analysis for Engineering EducationA channel shape is used to support the loads shown on the beam. The dimensions of the shape are also shown. Assume:- \( L_{AB} = 3 \) ft,- \( L_{BC} = 9 \) ft,- \( P = 2300 \) lb,- \( w = 1100 \) lb/ft,- \( b = 16 \) in.,- \( d = 10 \) in.,- \( t = 0.500 \) in.Consider the entire 12-ft length of the beam and determine:- (a) the maximum tension bending stress at any location along the beam, and- (b) the maximum compression bending stress at any location along the beam.#### Diagram and Description**Diagram Components:**1. **Beam Diagram:** - A horizontal beam is shown resting on supports at points A and C. - A downward point load \( P \) is applied at the leftmost end, and a uniform distributed load \( w \) acts across the distance leading to point C. - \( L_{AB} \) is the distance between points A and B, and \( L_{BC} \) is the distance between points B and C.2. **Cross-Sectional View:** - Displays the shape of the channel used for the beam. - Labeled dimensions include: - Width (\( b \)) of the channel. - Height (\( d \)) of the vertical stems of the channel. - Thickness (\( t \)) of the channel material.#### Cross-Sectional Area AnalysisThe cross-sectional area is divided into three parts:1. **Top Horizontal Flange:** - Rectangular cross-section: \( 16 \) in. x \( 0.500 \) in.2. **Left Vertical Stem:** - Rectangular cross-section: \( 0.500 \) in. x \( 9.5 \) in.3. **Right Vertical Stem:** - Rectangular cross-section: \( 0.500 \) in. x \( 9.5 \) in.#### Centroid Calculation InstructionsTo find the areas and the centroid locations in the y-direction for each part, follow these steps:- Enter the centroid locations, \( y_1, y_2, \) and \(

Answered: part 4 and 5 please

part 4 and 5 please

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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