For the beam shown below:Draw the shear force and bending moment diagrams.Where does the maximum bending stress occur?Where does the maximum shear stress occur?Find the maximum bending stress in the beam if the force P= 2 kNWhat would the maximum bending stress be if the same force P = 2 kN wouldbe acting from the side (perpendicular to the page) instead of from above andwhere would it occur (illustrate with a diagram)?8 m200 mm150 mm

Answered: Image /qna-images/answer/f57105cb-a75e-4dd2-8849-ec459ee21b18.jpg

Answered: For the beam shown below: • Draw the…

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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The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of ?????? = 250 MPa and an allowable shear stress of ?????? = 100 MPa. a) Determine the distance to the neutral axis (?̅), second moment of area (?), and the section modulus (?) of the cross-section.b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P.c) Determine the maximum value of P such that bending failure will not occur.d) Determine the maximum value of P such that shear failure will not occur.e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?
Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 55 kN-m and 60 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 165 mm, b2 = 40 mm, b3 = 290 mm, d1 = 65 mm, d2 = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Consider a 155-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 75 kN-m and 79 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 135 mm, b2= 50 mm, b3= 205 mm, d1= 65 mm, d2= 180 mm, dz= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Since the beam M in the figure is under the effect of simple bending moment, calculate the bending stress and shear stress values at the A, B and C points. h = 400mm b = 140mm and M = 150KNm
Q1) For the force system shown in figure, 1) Find the angle (¢) so that the resultant of these forces will be vertical. 45 kN S5 kN 3m
3. The 100 kg uniform beam AB shown in the figure is supported at A by a pin and at B and C by a continuous cable which wraps around a frictionless pulley located at D. If a maximum tension force of 800 N can be developed in the cable before it breaks. What is the greatest distance at which the 6 kN force can be placed on the beam?
a simply supported beam is carrying a varying load and a uniform load as shown in the figure. If the beam properties are given below, what is the final stress at bottom of beam section at a distance 2.47m from the right support where the totall losses of the prestressing force is 24% mpa beam wid=217mm height= 480mm varying load= 9.67kn/m uniform load = 4.27 kn/m x = 3.32 y = 5.95 Prestressing force = 429kn eccentricity = 95mm
For the beam as shown, what is the maximum positive shear force?What is the maximum positive bending moment? What is the distance of the maximum positive bending moment from point B?
Using the following values for the figure: W = 18.5 kN/m x = 1.22 m Determine the magnitude of the absolute maximum internal shear force. Determine the magnitude of the internal moment in the beam at x = 3m.
A vertical load P = 800 lb applied to the tripod shown in the figure, causes a compressive force of 256 lb in leg AB and a compressive force of 283 lb in leg AC. Determine the force in leg AD and the coordinates xD and zD of its lower D.
For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement) 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stifiness E1 as 12000 kN.m”. sou i The solution is according to Slope deflection method
Given the loaded simply supported beam as shown, with an allowable flexural stress of 15MPa, determine the following: 1. What is the maximum shear in kN? 2. What is the maximum moment in kN-m? 3. What is the reaction at the left support in kN? 4. What is the section modulus in mm ?

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