NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Eight identical 500 x 750-mm rectangular plates, each of mass m= 40 kg, are held in a vertical plane as shown. All connections consist of frictionless pins, rollers, or short links. D. A 5 C B H 2 6 Identify the plates in which none of the reactions can be determined. 3 7 4 8

NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Eight identical 500 x 750-mm rectangular plates, each of mass m= 40 kg, are held in a vertical plane as shown. All connections consist of frictionless pins, rollers, or short links. D. A 5 C B H 2 6 Identify the plates in which none of the reactions can be determined. 3 7 4 8

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

Homework No. (2) Discuss the stability and determinacy of the following structures. A (d) (e)
Classify the structures for Stability and determinacy , if unstable state why, if indeterminate state the degree of indeterminacy
An L-shaped structure is supported at A and D and subjected to two distributed loads and one concentrated load. Find: (1) RAX, the x-component of the reaction at A (2) RAy, the y-component of the reaction at A (3) RDx, the x-component of the reaction at D (4) RDy, the y-component of the reaction at D Flb w lb/ft w lb/ft Hft Lft Lft Lft Lft Answer all numeric solutions with five significant figures. H= 2.66 ft w = 95 Ib/ft F = 191 Ib L= 4.61 ft
Classify struc. if stable/unstable, state reason why pls
# 2-14. Normal Strain in rods constrained by walls with misfit At its initial temperature, the bar is too long by a distance of 8 to fit into the gap between the rigid walls, which are separated by a distance L. In order to make it fit tightly, the bar is cooled to a very low temperature so that it shrinks enough to fit easily into the gap. After it is fit in the gap, the temperature of the bar is raised to a temperature AT below the initial temperature and the bar fits tight between the walls. What is the stress in the bar at this temperature AT? The bar has elastic modulus E = 35. 10³ ksi, thermal expansion coefficient a = 6.10-6 /°F and cross-sectional area A = 1 in². Use L = 10 in, 8 = 3 . 10-² in and AT = -200 °F. 0 = ksi L Initial AT=0 L Final AT
x²- 2xy +y lim (x ,y)->(1,1) X -y
Find the reaction Cy following indetermine structure By Force method Based on conjugate (deflaction) 4m 80 KN 4m 6m