The rod ABCD is made of an aluminum for which E= 70 GPa. Take P = 80 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A 1.75 m Area = 800 mm2 B 1.25 m C Area = 500 mm2 75 kN 1.5 m 50 kN For the loading shown, determine the deformation of point B.

The rod ABCD is made of an aluminum for which E= 70 GPa. Take P = 80 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A 1.75 m Area = 800 mm2 B 1.25 m C Area = 500 mm2 75 kN 1.5 m 50 kN For the loading shown, determine the deformation of point B.

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

The shaft is made of two segments. AC has a diameter of 0.5in, and CB has a diameter of 1in. It is fixed at its ends A and B and is subjected to a torque T=500lb*ft. Gsteel= 10.8*103 ksi What is the minimum shear stress in the shaft?
The shaft is made from a solid steel section AB and a tubular portion made of steel having a brass core. It is fixed at a rigid support at A and a torque T=50lb-ft is applied at C. Gsteel= 11,500 ksi Gbrass= 5,600 ksi What is the angle of twist at C? What is the maximum shear stress in the steel and brass? What is the maximum shear strain in the steel and brass?
For the beam shown, determine the support reactions and draw the stress diagrams.shear and bending moment. EI is constant. Use the force method. I have a correct answer, it is: VA = 44.3 kN (↑); HA = 0 kN; MA = 34.3 kN.m (counterclockwise); VB = 38 kN (↑). I don't know how to get to this result, please show me how to get there step by step
A cantilever beam of IPN 300 section and length L=3m supports a slightly inclined load P=2,5KN at the free end (see Figure Q2).2.1 Plot a graph of the stress ?? at point A as a function of the angle of inclination ?. [16]2.2 Plot a graph of the angle ?, which locates the neutral axis n-n, as a function of the angle ?. See Table F-2 of Appendix F for the dimensions and properties of the beam (When plotting the graphs, let ? vary from 0 ?? 10°).
A post having a hollow, circular cross sectionsupports a P = 3.2 kN load acting at the end of an armthat is b =1.5 m long (see figure). The height of thepost is L = 9 m, and its section modulus is S = 2.65x105 mm3. Assume that the outer radius of the post isr2 =123 mm, and the inner radius is r1 =117 mm.(a) Calculate the maximum tensile stress σmax andmaximum in-plane shear stress τmax at point A onthe outer surface of the post along the x axis dueto the load P. Load P acts at B along line BC.(b) If the maximum tensile stress and maximumin-plane shear stress at point A are limited to90 MPa and 38 MPa, respectively, what is thelargest permissible value of the load P?
1. The bar ABCD consists of 3 cylindrical steel segments with different lengths and cross-sectional areas. Axial loads are applied as shown. Calculate the normal stress in each segment in psi unit. Indicate if T or C.Calculate the total axial deformation in Problem #1 if Es = 29 x 10 6 psi . Indicate if the bar elongates or contracts.
If P=13000 N, d=22mm and t=33mm, determine the bearing stress between the rivets and plate, in MPa?
For the beam shown, determine the support reactions and draw the stress diagrams. shear and bending moment. EI is constant. The rigth answer is: VA = 1.3 kN (↑); HA = 0 kN; MA = 4.40 kN.m (clockwise); VB = 51.20 kN (↑). I don't know how to get these results, please show how, step by step.
A solid aluminum shaft 2 inches in diameter is subjected to two torques. Determine the maximum shearing stress in each segment and the angle of rotation of the free end. Use G = 4 × 106 psi.
Given: E= 29x10^6 psi A= 2in^2 Determine the deformations members AB, BC, BE, DE and DF. Please show your complete handwritten solution.
Determine the cracking moment in kN-m for the section shown if: f'c = 28MPa fr=0.7(square root of (f')(c))
STRENGTH OF MATERIALS (NO LONG EXPLANATION NEEDED) PLEASE WITH FBD! RATE WILL BE GIVEN For the given system below, rods A and B support the rigid bar, pinned at O, as it is subjected to load P = 40 kN. The rods are identical except for their lengths. Find the (a) stress in rod A if its cross-sectional is 300mm2 (b) If rod A elongates by 2mm, how much is the elongation of rod B?