G6//The light rigid bar ABCD shown in Figure is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load after the load P = 20 KN is applied. Steel L=2m A=250mm 4m E=200Mpa A Aluminum D L=2m A=500mm E=72Mpa 2m 2m P=20KN

G6//The light rigid bar ABCD shown in Figure is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load after the load P = 20 KN is applied. Steel L=2m A=250mm 4m E=200Mpa A Aluminum D L=2m A=500mm E=72Mpa 2m 2m P=20KN

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 light rigid bar ABCD shown is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load after the load P = 30 kips is applied.
With illustrations please and detailed Solution.
2. Determine the normal stress in members BD, AC, and BC in the truss shown. The cross- sectional area of each member is 1500 mm2. Indicate whether the stresses are tensile (T) or compressive (C). Use 2 decimal places in every solved value. 10 m 10 m 10 m K 6 т H 6 т 15° 15° 50 kN 40 kN E F 6 т C D б т A B
The rigid bar is supported by a smooth pin and two rods as shown. Neglect the weight of the rigid bar. The assembly is initially stress-free. Determine the stress in each rod if the temperature increases by 25°C after a load W = 100 kN is applied. The steel rod has an area of 320 mm² with a = 11.7 um/ ( m°C ) and E = 200 GPa. For the bronze rod, it has an area of 1380 mm? with a = 18.9 µm/ ( m°C ) and E = 83 GPa. Bronze | 3 m Steel | 1.5 m 1.0 m - - 2.5 m +1.5 m→
Question 5 A steel column with a rectangular hollow section is subject to a vertical downward load P1 and a horizontal load P2, as shown in Figure 5 below. If the width of the hollow section is 70mm and the thickness is 5mm, determine the maximum compressive stress at the base of the column. P1=500KN, P2=100kN. P1 - P2 e =110mm Top plate- P2 P1 1m L120mm 120mm (b) Top view showing location of loads (a) Column elevation Figure 5: The cantilever column is fixed at the base.
#1 will upvote anyone who will answer
Determine the normal stress in the steel plate. Gusset plate is 16 mm thick column pin diameter = 20 mm gusset plate steel plate 70 kN pin 60mm 8-mm plate thickness 183.45 MP 0148.53 MPa 58.33 MP3 22282 MP A 14583MP
Determine the normal stress in members BD, AC, and BCin the truss shown. The cross-sectional area of each member is 1500mm2. Indicate whether the stresses are tensile (T) or compressive (C). Use 2 decimal places in every solved value.
A rigid bar XYZ as shown in the figure below is hinged at X and is supported at Y. If the stress in the steel rod is limited to 150 ksi, determine the largest possible load P that can be applied at point Z.
The steel bars are firmly attached to rigid supports. Initially the temperature is 840F. Determine the stress in bars AC and CB when the temperature becomes -600F. Use E = 29 x 106 psi and α = 6.50 x 10-6/ 0F.
fast
3.2 The rigid bar of negligible weight is supported as shown. The assembly is initially stress-free. Find the stress in each rod if the temperature rises by 20∘C after a load W = 110 kN is applied.