An I-section with two cover plates is used as tension member and is subjected to a load of 120 tover a length of 16 m. If the allowable tensile stress is 15000 kg/cm², is the member design safe? If9821.6 cm4,so, find the factor of safety. Use ISWB 300@ 48.1 kg/m, A = 61.33 cm², IxxIvy 990.1 cm4. There are two rows of fasteners in each flange, thus making atleast two holes inone section. The fastener diameter is 22 mm, cover plate size 260 mm x 8 mm, flange thickness ofl-section = 10 mm. The center of fastener is located at 60 mm from center line of the l-section.==

Answered: Image /qna-images/answer/4049145c-521f-4bfa-9d14-add2222ab9ad.jpg

An I-section with two cover plates is used as tension member and is subjected to a load of 120 t over a length of 16 m. If the allowable tensile stress is 15000 kg/cm², is the member design safe? If 9821.6 cm4, so, find the factor of safety. Use ISWB 300@ 48.1 kg/m, A = 61.33 cm², Ixx I= 990.1 cm4. There are two rows of fasteners in each flange, thus making atleast two holes in one section. The fastener diameter is 22 mm, cover plate size 260 mm x 8 mm, flange thickness of I-section = 10 mm. The center of fastener is located at 60 mm from center line of the I-section. =

An I-section with two cover plates is used as tension member and is subjected to a load of 120 t over a length of 16 m. If the allowable tensile stress is 15000 kg/cm², is the member design safe? If 9821.6 cm4, so, find the factor of safety. Use ISWB 300@ 48.1 kg/m, A = 61.33 cm², Ixx I= 990.1 cm4. There are two rows of fasteners in each flange, thus making atleast two holes in one section. The fastener diameter is 22 mm, cover plate size 260 mm x 8 mm, flange thickness of I-section = 10 mm. The center of fastener is located at 60 mm from center line of the I-section. =

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 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling. 0.4m D 10KN 0.8m 0.4m B 5KN 0.6m AL 20KN What is the deformation &pE in mm? A=800 mm² A=1,200 mm²
A high-strength steel band saw, 29 mm wide, runs over pulleys 900 mm in diameter. What minimum thickness of the steel band can be used without exceeding a flexural stress of 290? Assume E = 210 GPa. Answer must be in mm.
A high-strength steel band saw, 27 mm wide, runs over pulleys 1000 mm in diameter. What minimum thickness of the steel band can be used without exceeding a flexural stress of 350? Assume E =230 GPa. Answer must be in mm.
Calculate the shear yield stress (ksi) of A588 steel.
The column above is subjected to axial loading only. Assume the following: • E= 29000 ksi G = 10000 ksi • = 986 in4 A = 60 in? • L= 20 ft • Grade 60 steel (60 ksi yield stress) • The column is fixed at the top and pinned at the bottom Which of the following is closest to the maximum normal stress the column can support (before yielding or buckling)? 167 ksi 24 ksi 42 ksi 60 ksi
Required information Consider the loading shown. The allowable normal stress for the steel used is 160 MPa. 0.8 m 50 kN/m B -2.4 m- 0.8 m For the selected design, determine the actual value of Om in the beam. (Round the final answer to one decimal place. You must provide an answer before moving to the next part.) The actual value of om in the beam is 160 MPa.
The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P = 20 KN is applied. %3D Steel E200 GPa A-600mm L1 m 2.0 m 0.6 m 1.5 m Pa20 KN Aluminum E-70 GPa A=900mm L-1.5 m What is the ratio of the deformation of steel to deformation of aluminum?
Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
42 KN the cross-sectional area of each member is 600 mm² Determine the stress in member EF. Answer in MPa rounded-off to 2 decimal places AddSNUIF ana. 2m A Last saved 4:09:09 PM 1455 ET 2 m Next > Last >