**Required Information**Consider the beam shown in the given figure. **NOTE:** This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.[Diagram Description]1. The diagram on the left shows a simply supported beam, with a pinned support at point A and a roller support at point C. - The beam has a concentrated load of 1800 lbf at point A. - There is a uniformly distributed load of 300 lbf/in extending from point A to point C. - The distance from point A to the first support is 10 in, and from the first support to the second support is 30 in. 2. The diagram on the right provides a cross-sectional view of the beam, labeled as "Cross section (enlarged)." - The cross-section is a T-shape with: - A top flange of 1 in thickness. - Overall height of 3 in. - A bottom flange with a width and thickness of 1 in.**Task:**Determine the maximum shear stress in the beam.**Answer:**The maximum shear stress in the beam is **5100 psi**. ### Required Information**Beam Analysis**Consider the beam shown in the given figure. **Note:** This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.#### Diagram Details1. **Beam Load and Support Configuration:** - **Left End (A):** Bearing a point load of 1800 lbf. - **Distributed Load:** Spanning the central 30 inches of the beam at 300 lbf/in. - **Supports:** A simple support at point B and another toward the right end horizontally to the right of C.2. **Dimensions:** - **Left Section (A to B):** 10 inches. - **Central Span (B to C):** 30 inches. 3. **Cross-Section Details (Enlarged View):** - Width: 3 inches. - Height: 3 inches. - Top Flange: 1 inch thick.### Problem Statement**Objective:** Determine the maximum shear stress due to the shear force \( V \).**Solution:** The maximum shear stress due to \( V \) is calculated to be **1800 psi**.

Given, ∑MB=01800×10+RC×30=300×30×15RC=3900lbf∑Fy=0RB+RC=1800+(300×30)RB+3900=10800RB=6900lbf

Answered: Required information Consider the beam…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Consider the beam in the picture below: 7kN/m 5kN/m P N/m Section 1 Section 2 Section 3 - L/3 L/3 L/3 Take P = the last four digits of your student number in N/m. If P<250 N/m then take P = 30OON/m instead. Take L = the third digit of your student number, reading left to reight. If this value is zero then take L = 2 Assume: The reaction at the Pin = Vnin 47000L+9PL )N %3D 54 The reaction at the Roller = Vroller = 61000L+9PL 54 N and that both reactions act vertically upwards. a) Find an expression for the internal moment for Section 1. Show all working and any relevant free body diagrams. b) What is the maximum magnitude of the internal moment for Section 1? Mark sure you prove that the value you calculate is the maximum. c) Find an expression for the internal moment for Section 2. Show all working and any relevant free body diagrams. d) What is the maximum magnitude of the internal moment for Section 2? Mark sure you prove that the value you calculate is the maximum. e) Find an…
Question 6 - SFD & BMD-Simply Beam (Point) From the beam shown below, i) Draw the Free Body Diagram (FBD) & Find R1 & R2 ii) Draw Shear Force Diagram (SFD), clearly show all the shear force the beam is experiencing at each point. iii) Draw the Bending Moment Diagram (BMD), clearly show all the bending moment the beam is experiencing at each point. 400 N 600 N 200 N 800 N 0.8 m 0.3 m--0.3 m- 0.4 m 0.4 m C 0.9 m 0.5 mo.2 m-
The beam cross-section shown in the Figure Q6 is subjected to a resultant internal vertical shear force V = 80000 N and moment M = 7000 N*m. For all numerical answers, answer to within 3 decimal places. Note that adatpive marking has been used to consider the method mark. 12 mm 60 mm † 12 mm 80 mm 20 mm y 20 mm Figure Q6: A cross-section of I-beam with given dimensions and resultant vertical shear force V and moment M (a) Determine the overall 2nd moment of area I, of the cross-section with regard to the neutral axis.
B4

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