-?) F=25 kN single load, M-30 kN.m moment and w=15 kN/m distributed load act on the beam whose loading condition is given in the figure. The length Lis given as L-6 m. The cross-sectional characteristics of the beam are body height y q -250 mm, body thickness x 15 mm, flange width xy =200 mm, flange height yt Point E on the beam section is located just below the flange body junction. According to this - 15 mm I a) Find the support response in the y direction at point A (Write your result in kN) b) Find the support response in the y direction at point D (Write your result in kN). WAN MAN Find the shear force at point B (Write your result in kN d) Find the bending moment at point B. (Write your result in kN b). e) Find the normal stress due to the bending moment at point E in the section taken from the Bline of the beam (Write your result in MPa) D Find the shear stress due to the shear force at point E in the section taken from the 8 line of the beam (Write your result in MPa) Tow

-?) F=25 kN single load, M-30 kN.m moment and w=15 kN/m distributed load act on the beam whose loading condition is given in the figure. The length Lis given as L-6 m. The cross-sectional characteristics of the beam are body height y q -250 mm, body thickness x 15 mm, flange width xy =200 mm, flange height yt Point E on the beam section is located just below the flange body junction. According to this - 15 mm I a) Find the support response in the y direction at point A (Write your result in kN) b) Find the support response in the y direction at point D (Write your result in kN). WAN MAN Find the shear force at point B (Write your result in kN d) Find the bending moment at point B. (Write your result in kN b). e) Find the normal stress due to the bending moment at point E in the section taken from the Bline of the beam (Write your result in MPa) D Find the shear stress due to the shear force at point E in the section taken from the 8 line of the beam (Write your result in MPa) Tow

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

See similar textbooks

Similar questions

y M B H B W Figure-2 A wide flange beam is subjected to a moment as shown in Figure-2. If M=10 kN.m, H=212 mm, W=170 mm, d=11 mm, t=18 mm and 0=64°; Btermine the momentOt lhadat about the axis- etermine the mement of inertia (mmabeut the avie y Betermine the normat stress (MPa due to bendng atpontA itic commressIive stress use Determine the orientation angle, B (degree), of the neutral axis relative to the +z axis.
Find the maximum transverse shear stress value. Find the maximum bending stress σb Find the maximum normal stress and the maximum shear stress developed in the shaft
Please solve this question again. I think previous solution was incorrect
6 kN/m Since the bending safety stress *em = 10 MPa, shear safety stress h em = 600 kPa of the rectangular section beam given in the figure В and whose width is b = 150 mm, the height of the beam section h is at least how much is the height of the beam section in order not to exceed the safety stress values. should be. -b -3 m 2 m
P=6 M=4 W=0.7 L=12
1.) The speed of a particle be positive or negative depending on the sense of which the particle travels along the path. True/False?
4.5-11 The simple beam AB supports a uniform load of intensity q = 10 lb/in. acting over one-half of the span and a concentrated load P = 80 lb acting at midspan (see figure). Draw the shear-force and bending-moment diagrams for this beam. A |--1/2 = PROB. 4.5-11 = 40 in. P = 80 lb q=10 lb/in. L 12/2 = = 40 in. B
H.W: Find the values f the shear stress at point A, B, and C in the beam Cross-Sedion shown in the figure below when subjeded to a shaur forced Q= loo kN. Hence Sketch the shear stress distribution dingram. A R2 25 mm R= 50 mm R= 75 mm