Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
Question
Chapter 5, Problem 5.14.2P
To determine

(a)

The design of bearing plate by LRFD.

To determine

(b)

The design of bearing plate by ASD.

Blurred answer
Students have asked these similar questions
A cantilever of rectangular section is 70 mm wide and 250 mm deep at the fixed end andtapers uniformly to 75 mm wide and 100 deep at the free end. The projecting length is1800 mm, and there is a load of 1800 N at the free end. Calculate the deflection of thefree end and the maximum bending stress. Take E = 14000 N/mm2. The cantilever is madeof timber.
Compute for the force in members FH, GH, and GI (USE METHOD OF SECTIONS) *For load P, take the last digit of your ID number example: ID # : 2187525, then P= 5 kN IF ZERO IS THE LAST DIGIT, TAKE THE 2ND TO THE LAST DIGIT example: ID #: 2187520, then P= 2 kN
A solid steel shaft supports loads PA = 570 N and PD = 430 N, as shown. Assume L1 = 250 mm, L2 = 510 mm, and L3 = 230 mm. The bearing at B can be idealized as a roller support and the bearing at C can be idealized as a pin support. If the allowable bending stress is 38 MPa, determine the minimum diameter d that can be used for the shaft.

Chapter 5 Solutions

Steel Design (Activate Learning with these NEW titles from Engineering!)

Knowledge Booster
Similar questions
  • A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity q,and minimum intensity q/2, that includes the weight ofthe beam (see figure). The beam is a steel W12 X14wide-flange shape (see Table F-1(a), Appendix F).Calculate the maximum permissible load q basedupon (a) an allowable bending stress σallow =18 ksiand (b) an allowable shear stress τallow = 7.5 ksi.Note: Obtain the moment of inertia and section modulusof the beam from Table F-1(a).
    A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.50 in. and a wall thickness of 0.201 in. is fastened to a solid 2.00-in.-diameter aluminum [E = 10,000 ksi] rod. The assembly is attached to unyielding supports at the left and right ends and is loaded as shown. Assume P=19 kips, Q=13 kips, L1=7 ft, L2=9 ft, and L3=9 ft. Determine(a) the stresses in all parts of the axial structure.(b) the deflections of joints B and C.
    A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mm thick.  The bearing plate material has Fy = 345 MPa.  The end reactions are a service dead load of 150 kN and live load of 300 kN.  Determine the following using ASD: 1.  Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall .  Use length N = 150 mm. B = [B] mm.  Round up by 10 mm or 25 mm. 2.  Required thickness of the bearing plate if B = 300 mm, N = 200 mm.  t = [t] mm.  Round up to the nearest whole number. Answers: 1. 325 and 2. 35
  • A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mm thick.  The bearing plate material has Fy = 345 MPa.  The end reactions are a service dead load of 150 kN and live load of 300 kN.  Determine the following using ASD: 1.  Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall .  Use length N = 150 mm. B = [B] mm.  Round up by 10 mm or 25 mm. Answer: 325 2.  Required thickness of the bearing plate if B = 300 mm, N = 200 mm.  t = [t] mm.  Round up to the nearest whole number. Answers: 35
    A simply supported beam 4 m long is carrying a variable load of w = 0 KN/m at the left support and w = 15 KN/m at the right. The beam has a width of 200 mm and a depth of 250 mm and is made up of 80% grade Narra. Use dressed dimension by reducing its dimensions by 10 mm. What is the actual bending stress of the beam in MPa? Blank 1 (use two decimal places, no need for unit)
    Question (1): A rectangular beam has a width b = 400 mm, and effective depth d = 850 mm and a total height h = 900 mm. The beam is subjected to an ultimate moment Mu = 1500 kN.m and an ultimate shear force Vu = 700 kN. 1- ) Design the beam for flexure to calculate the required area of steel. 2-) Using stirrups Φ 10 mm ( No.10) diameter, calculate the required spacing (s) between the stirrups at the ultimate shear force section.    For all questions, Use f’c= 28 MPa and Fy= 420 MPa
    • SEE MORE QUESTIONS
    Recommended textbooks for you
  • Steel Design (Activate Learning with these NEW ti...
    Civil Engineering
    ISBN:9781337094740
    Author:Segui, William T.
    Publisher:Cengage Learning
  • Steel Design (Activate Learning with these NEW ti...
    Civil Engineering
    ISBN:9781337094740
    Author:Segui, William T.
    Publisher:Cengage Learning