7 Part 2 of 2 0.1 points Required information Two cover plates, each 7.5 mm thick, are welded to a W460 x 74 beam as shown. The allowable normal stress for both the beam and the plates is all = 150 MPa. Given: w = 41 kN/m S=1460 × 103 mm³ for W460 × 74 Moment of inertia of the beam = 333 × 106 mm³ x eBook Hint Print References A D พ 8 m- E 7.5 mm B W460 x 741 Determine the required value of the width of the plates. (Round the final answer to its nearest whole number.) The required value of the width of the plates is [ mm. my

7 Part 2 of 2 0.1 points Required information Two cover plates, each 7.5 mm thick, are welded to a W460 x 74 beam as shown. The allowable normal stress for both the beam and the plates is all = 150 MPa. Given: w = 41 kN/m S=1460 × 103 mm³ for W460 × 74 Moment of inertia of the beam = 333 × 106 mm³ x eBook Hint Print References A D พ 8 m- E 7.5 mm B W460 x 741 Determine the required value of the width of the plates. (Round the final answer to its nearest whole number.) The required value of the width of the plates is [ mm. my

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...

See similar textbooks

Similar questions

The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in thickness. Just above the bit, the compressive force in the pipe (due to the weight of the pipe) is 62 kips and the torque (due to drilling) is 185 kip-in. Determine the maximum tensile, compressive, and shear stresses in the drill pipe.
The bar shown is subjected to a moment of 6000 lb.in. Calculate the maximum stress developed in the bar. D. Given : D = 2 in, d = 1 in, h = 0.5 in ,r = 0.25 in Select one: a. Omax = 102.18 ksi O b. Omax = 147.07 ksi O c. Omax = 72.00 ksi O d. Omax = 126.06 ksi Clear my choice
B4
i need the answer quickly
A hollow tubular shaft will be used between the engine and the propeller of the boat as shown in the figure. The outer diameter of the shaft is d=74 mm and the wall thickness is t=6 mm. The power of the engine is P=10 kW and its speed is n=694 rpm. Accordingly, calculate the maximum stress on the shaft and show whether it is safe by drawing it to scale within the continuous strength graph given. (Shaft material St37)
4) The C-clamp shown below has rectangular cross-section A-A that is 33 mm tall by 12 mm wide and the material is class 50 gray cast iron. Determine maximum tensile stress and factor of safety for clamping force F = 3.2 kN. Ignore stress concentration factors. See Section 4.9 in Norton for help with curved beams. MPa N O MAX |F F 60 mm 40 mm 12 mm 33 mm 33 mm Section A-A A
10" 0.75 54 In the diagram above all members have cross section dimensions of 0.75"x2.5" Calculate the shear stress in ksi on member ABC between points A and B if force P=15 kips. 4 significant figures.
Please don't provide handwritten solution....
If the beam in Problem 1 is made of W18 X 65, A992 structural steel, Illustrate the state of stress at point B on an element oriented 30° from horizontal axis and on Mohr's circle for that element. Location of Point B is illustrated in the figure. 1/4 d B d x A В C D | 280 kip.ft 10ft 10ft 10ft
Problem I - #4, 5, 6 Please put detailed solution. Topic: Mechanics of Deformable Bodies
Considering the effects of the prestressing forces (assume no loss) and the working loads (include the selfweight of the beam). Calculate the stress indicated below. Calculate ftop at midspan. (MPa), consider sign convention (- for compression, + for tension) 5 KN/m EXCLUD In6 SELFWEI6 HT 300 = P P=300 kN I5 M オ 400 8e = 24 IN m3 N.A. 800 70 主

SOLVE CAREFULLY!! Please Write Clearly and Box the final Answer for Part A and Part B with Thank you Express your answer to three significant figures With correct units