The figure shown is a cross-section of the beam on thefixed support of a propped beam that has a moment of72 kN-m. Determine the following:a. The location of the centroid from the extremetension fiber.The moment of Inertia of the cross-section.The bending stress at the extremecompression fiber.d. Show the force and moment check of thebeam.b.c.70 mm50 mm-100 mm:50.0000130 mm-100.0000-350 mm-100 mm-

NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

The figure shown is a cross-section of the beam on the fixed support of a propped beam that has a moment of 72 kN-m. Determine the following: a. The location of the centroid from the extreme tension fiber. b. The moment of Inertia of the cross-section. c. The bending stress at the extreme compression fiber. d. Show the force and moment check of the beam. 70 mm E 100 mm 130 mm.

The figure shown is a cross-section of the beam on the fixed support of a propped beam that has a moment of 72 kN-m. Determine the following: a. The location of the centroid from the extreme tension fiber. b. The moment of Inertia of the cross-section. c. The bending stress at the extreme compression fiber. d. Show the force and moment check of the beam. 70 mm E 100 mm 130 mm.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mm
The T section shown in Fig. is the cross-section of a beam formed by joining two rectangular pieces of wood together. The beam is subjected to a maximum shearing force of 60 kN. Show that the NA is 34 mm from the top and the INA = 10.57 x 106 mm4. Using these values, determine the shearing stress (a) at the neutral axis and (b) at the junction between the two pieces of wood. 200 mm 100 mm 20 mm 40 mm
Derive the singularity equation of moment for the beam shown in figure I then:- 1- Draw bending moment diagram for the beam (by using the singularity- Macaulay's equation) 2- Determine the maximum bending stress in the section (square section with side length of 40cm)
Please answer the following question in the picture and make sure you draw a free body diagram also use positive sign convention for internal forces please, Thank for your help. Post pictures of your work instead of typing it.
allowa quired wall thickness 2:11 .l 0.31 KB/S 64 Edit 16 A rigid bar AB is hinged at A and is supported by a rod CD at C. The rod is pin connected at D, as shown. Neglect deflections of the bar due to bending. Use E = 200 GPa. 36 mma 2 m OWhat is the displacement of the loaded end B of the bar? ® Determine the tensile stress induced in rod CD by the 80 kN load D If the allowable stress in rod CD is 124 MPa, what weight W can be safely 1.8 m 12m applied? w80 AN 1. A holl ow cir cular steel colum n is s ubjected toa compression load of 380 kN . The column has a length of 2.4 mn.and an outside dia meter of 187.5 mm. E - 200,000 MPa Determine the min. roquired wall thicknesss base on an allo wable com pressi ve stress of 48 MPa. Determine the min. required wall thickness based on 30 MPa. Determine the min. required wall thickness based on the allowable shortening of the colum n to b e 0.5 0 mm- allowable shear stress of C3D P-38 O kN 2.4 m 2. An 8 mm diameter steel rod, 20 m. long…
complete solution please 4 DECIMALS thank you Calculate the moment of inertia (in in^4). Calculate the bending stresses (in psi) at A. Calculate the bending stresses (in psi) at B. Calculate the bending stresses (in psi) at D.
1.) Draw the internal stress and strain diagram of beam considering that the depth of the stress block is greater than the thickness of the flange. f’c =30 MPa, fy=400 MPa and is subjected to a positive bending Mu=140KN-m.
A beam of rectangular cross-section 40 x 20 mm is loaded with tensile force 1000 N as shown in figure. A B BO Calculate the shear stress on oblique plane at 0 = 45° A 0.625 MPa C 0.31 MPa F D 1.25 MPa
i need the answer quickly
The assembly consists of two 20-mm diameter rods AB and CD, a 30-mm diameter rod EF, and a rigid bar G. The assembly is subjected to the loading shown, with point E located at the midpoint of BD. Take the modulus of elasticity of the rods as 100 GPa. i. Determine the horizontal displacement of point E (indicate direction, left or right). 11. If the applied loads causes the diameter of rod AB to become 20.0022 determine the Poisson's ratio of the material (to 2 decimal places). 350 mm 450 mm A B 40 kN E 60 kN 40 kN DG
The AC beam given in the figure is subjected to a vertical force of 3 kN. Pull on AB bar the distance x required for the stress to be equal to the compressive stress occurring in the support C calculate. The cross-sectional area of the AB rod is 400 mm2 and the area of the support surface C is 650 mm2.
Engineering Mechanics. Please help to solve the problem below.