A tensile load of 50 kN is acting on rod of 50 mm diameter and length of 5 m. Determine the length of a bore of 25 mm that can be made central in the rod, if the total extension is not to exceed by 25 percent under the same tensile load Take E= 205 x 10' N/mm?. A 5m S0IN SOKN (a ) ROD WITHOUT BORE 5000 mm 50KN A 50KN F(5000-LB) (b) ROD WITH BORE

A tensile load of 50 kN is acting on rod of 50 mm diameter and length of 5 m. Determine the length of a bore of 25 mm that can be made central in the rod, if the total extension is not to exceed by 25 percent under the same tensile load Take E= 205 x 10' N/mm?. A 5m S0IN SOKN (a ) ROD WITHOUT BORE 5000 mm 50KN A 50KN F(5000-LB) (b) ROD WITH BORE

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

Problem 4.8 The truss is made of three A-36 steel members, each having a cross-sectional area of 400 mm². Part A Determine the magnitude P required to displace the roller to the right 0.28 mm. Express your answer to three significant figures and include appropriate units. Di Submit μA P = 0.09224 mm Previous Answers Request Answer ? 0.8 m 0.8 m - 5 kN 0.6 m-
1. Two A36 16mm thick steel plates are connected by four rivets shown. 1:11 Pu a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "P" in KN. Given: 500 X =175mm Rivet Dia.=20mm Y=200mm Fy=248Mpa Fu=40 Mpa Bolt Dia.=22mm
WHERE: RIVET DIAMETER = 12mm X = 100mm Y = 100mm
Use 4 decimal places on the final answer
What is the diameter required?
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?
Please answer. Thank you♥️
#2 will upvote anyone who will answer
In figure shown below B 960 Imm 640 N 3 280 mm 960 N a. Determine the tension in segment AC b. Determine the tensibn in segment BC
can you write the answer please
in (Eigure 1), w 4 kN/m and 27 kN/m. Replace. the distributed loading by an equivalent resultant force and couple moment acting at point A. Figure -3m 3m 1 of 1 Determine the equivalent resultant force. Express your answer to three significant figures and include the appropriate units. Enter positive value if the force is upward and negative value if the force is downward. Fu = Submit Part B HÅ Templates -37 Previous Answers Request Answer X Incorrect; Try Again; 4 attempts remaining Submit (MR) Value KN Determine the couple moment. Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is counterclockwise and negative value if the moment is clockwise. HÅ Request Answer Pearson ? Review Units
Design the beam to carry the load as shown in Figure. Use rho max with a strain in the tension bars equal to 0.004 and in the design process use 60% of this rho max. f’c= 21MPa and fy=276MPa What is the Mu max that is to be used in the design? Determine the required base and effective depth of the beam. Round up your answers to the nearest 10mm and use 2b=d Determine the most economical number of 20mm diameter bars required. Using the b and d from letter (b) determine the balanced As for the beam.