P9-13 The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm² and is made from aluminium (E = 68.9GPa). Determine the vertical deflection of the bar at D when the distributed load is applied. [Ans. 17.3mm] 1.5 m A 2 m B 300 N/m 2 m D Try this on your own, then watch the worked problem video on Canvas

P9-13 The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm² and is made from aluminium (E = 68.9GPa). Determine the vertical deflection of the bar at D when the distributed load is applied. [Ans. 17.3mm] 1.5 m A 2 m B 300 N/m 2 m D Try this on your own, then watch the worked problem video on Canvas

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

Question 1 Precision Engineering Contractors was awarded a government contract to construct a bridge joining two neighboring communities. The bridge ABC is simply supported at A and B 2 m apart and carries a uniformly distributed load of 50 KN/m between A and B, together with a concentrated load of 25 KN on an overhang at C, 0.5 m from B. Make a neat sketch of this bridge and calculate the maximum deflection from point A using Macaulay's Method. Take EI = 21 MNm²
can you answer? do you answer fast please?
Please box the final answer. Thank you
QI) The rigid bar is supported by the pin-connected rod CB that has a cross sectional area of 40 mm and is made from 6061-T6 aluminum (E-68.9 GPa). Determine the vertical deflection of the bar at D when the distributed load is applied. 400 N/m 1.5 m D IA B -2 m -2 m
P
شمدنسحب
Find the critical buckling load of the 7 m long, cross-section column made of A-36 steel with hinged joints at both ends (Figure 3). E=200 GPa
Question 2 Members of the truss shown in figure Q2 consist of sections of aluminum pipes with all having a cross-sectional area of 1000 mm. Using E= 70 GPa, determine the vertical deflection at point C caused by the load 3kN. B 30° D 2 m 30° Figure Q2, a simple truss structure. 3 kN
A1. Apply Rayleigh-Ritz method to determine the elastic critical buckling load Per. The column has two different cross-sections with second moment of area equal to 21 for the bottom half and I for the top half. Assume a single sine term for the deflected shape. Express these loads in terms of the elastic critical buckling load of a pin-ended columns i.e. the Euler buckling load PE. L/21 L/221 Figure 1: Cantilever column.
A steel bar with a thickness 5 mm is to carry a load of 2000 N. Using the direct method,determine the deflection at each node and the average stress in each part. Divide the bar into three parts. (E=200 GPa)
An axial member consisting of two polymer bars is supported at C as shown. Bar (1) has a cross-sectional area of 725 mm² and an elastic modulus of 26 GPa. Bar (2) has a cross-sectional area of 1610 mm² and an elastic modulus of 16.0 GPa. Determine the deflection of point A relative to support C. 70 kN A 0.85 m -2.030 mm -1.754 mm -1.275 mm -1.656 mm O -2.420 mm 90 kN (1) 90 kN B (2) 1.15 m