A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze (E, - 15000 ksi) rods, and a solid steel [E2 =30000 ksi) rod, as shown.The bronze rods (1) each have an area of 0.637 in.?, a length of L - 42 in., and they are symmetrically positioned relative to the centerrod (2) and the applied load P.Steel rod (2) has an area of 1.228 in.? and a length of L2 - 60 in.If all rods are unstressed before the load Pis applied, determine the normal force in steel rod (2) after a load of P- 30 kips is applied.(2)(1)Rigid barAnswer:F1-kips

Given data: As=1.228 in2Es=30000 ksiAb=0.637 in2Eb=15000 ksi

A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze (E - 15000 ksij] rods, and a so 30000 ksi rod, as shown. The bronze rods (1) each have an area of 0.637 in?, a length of L; - 42 in, and they are symmetrically positioned relative rod (2) and the applied load P. Steel rod (2) has an area of 1.228 in? and a length of La - 60 in. If all rods are unstressed before the load Pis applied, determine the normal force in steel rod (2) after a load of P- 30 ki (2) Rigid bar

A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze (E - 15000 ksij] rods, and a so 30000 ksi rod, as shown. The bronze rods (1) each have an area of 0.637 in?, a length of L; - 42 in, and they are symmetrically positioned relative rod (2) and the applied load P. Steel rod (2) has an area of 1.228 in? and a length of La - 60 in. If all rods are unstressed before the load Pis applied, determine the normal force in steel rod (2) after a load of P- 30 ki (2) Rigid bar

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

i need the answer quickly
P 130 mm 25 mm 25 mm P P 3. Assume that the axial load P applied to the lap joint is distributed equally among the three 20-mm-diameter rivets. What is the maximum load P that can be applied if the allowable stresses are 40 MPa for shear in rivets, 90 MPa for bearing between a plate and a rivet, and 120 MPa for tension in the plates?
Assume that the truss is simply supported at joints M and E. Determine the stress at member AH if P.= 15.375 Kips, the area is 11 in. Answer your problem with the given unit ksi. Pu Pu P. Pu P. P. P. * a w - LKJ IH G
b. Discuss how the figure below and determine the rigid bar BDE as used to support by two link AB and CD. 0.4 m 0.3 m B D 0.4 m 30 kN E 0.2 m The Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 500 mm2. Link CD is made of steel (E = 200 GPa) and has a cross- sectional area of (600 mm2). For the 30-kN force shown, determine the deflection a) of B, b) of D, and c) of E.
Aluminum Bronze Steel 2P 3P P 4P - - 1.0 m 0.8 m FIG. P2.16 2.16 A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in the figure. Determine the maximum allowable value of P if the change in length of the bar is limited to 2 mm and the working stresses pre- scribed in the table are not to be exceeded. A (mm²) E (GPa) G, (MPa) Вronze 450 83 120 Aluminum 600 70 80 Steel 300 200 140
A simply supported beam, circular in cross section, of span L supports a point load W at mid span. The length of elastic-plastic zone at the plastic hinge will be A 0.33 L B 0.41 L C 0.50 L D 0.58 L
(40 Hiw A Pismatic steel bar ofa Square cross section (loo*lo0)mm is looled by Comressive force P= 1300 kU, the bar has length 2.5 m, Eg=200 G Pa, V=0.3,determine the Shortening d, the increase in the dimensions of cross Section , the change in Volume DV of the bar? loomm Joomm
Q19: In Figure below, what is the ratio of P to F h Waer Hinge Sec A-A
Please show complete solution. Thank you!