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

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.9.3P: A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the...

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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.
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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.
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
Given:a. the force in BD=25KNb. vertical reaction at point C=-10KNc. horizontal reaction at point C=15KNd. resultant of reaction at point C=18.0KNe. allowable tensile (normal) stress in member BD =83.33MPaf. the allowable shear stress in the pin at C =72.7MPaPlease help me solve for:1. What is the required cross-section area and minimum thickness t of member BD?2. What is the required SHEAR cross-section area at point C?3. What is the minimum diameter for the pin at C?(Solve for a value with the combination of mm and N)
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