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The beam carries a concentrated load W and a uniformly distributed load
that totals 4W. Determine the largest allowable value of W if the working stresses
are 60 MPa in tension and 100 MPa in compression.
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- 1. Two identical channel Sections placed back to back with a clear distance of 50 mm. Given: Channel section C9x13.4 Wide Flange Section W10x33 Angle section L6x4x 3/4 a. Area b. Centroid c. moment of inertia (lx and ly) d. section modulus ( Sx and Sy) e. radius of gyration ( rx and ry)1. Channel section and angular section with longer leg vertical Given: Channel section C9x13.4 Wide Flange Section W10x33 Angle section L6x4x 3/4 a. Area b. Centroid c. moment of inertia (lx and ly) d. section modulus ( Sx and Sy) e. radius of gyration ( rx and ry)Find the distance between the points p1and P2. P1 =(-3, 2); P2 =(6, 0)
- Please only solve 12.15 PLEASE EXPLAIN TO ME HOW TO FIND THE LOCATION OF THE RESULTANT, I don't know how to take the moment about the buttom for each area, please explain, thank youThe bearing of line AB is N 48* W, and the bearing of line AC is N 35*15 E. The angle BAC is: A. 167*15' B.83*15 C. 96*45 D. 12*45Given 2 planes x+4y-z+3=0 and x-12y+2z-7=0 . Det the angle value between 2 points
- 136 N is the asnwer in the bookA W 24 by 103 is used as a beam that is simply supported at its ends. The properties of the section is as follows: d = 623.10 mm tw = 14.00 mm bf = 228.60 mm tf = 24.90 mm A = 19,548.00 mm2 W = 153.76 kg/m r = 59.18 mm Ix = 1248694000000 mm^4 rx = 252.74 mm Iy = 49532000000mm^4 ry = 50.34 mm The beam is laterally supported at supports only. Determine the allowable bending stress for a length of 9m.