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Assuming tha the vel eng not exceeded, determine 2 aan stress in arod, whe the Me nally orcas wrapped oa ft pool, the corresponding bending moment in the rod. Me, 3M a we we? W x LA M85YC0. Knowing that the beam is bent about a horizontal axis by 8 eunle of moment kipin. Using an allowable stress of 9 MPa for the concrete and of MPA forthe Se, dtemine he rest allowable postive bending moment i pst of tab Salve Prob 4.

See Prob. MLB Kase 0. For configuration b Fig. GI , Sox10 1. Ke Determine the moment ofthe cole for which aye frst coer, the elastic core of te bars 0. Deer he tina rad asus of curvature caused by a4 pin. Hoo, 2. For bending about the z axis, 7 determine the bending moment at which a yield first occurs, 4 the plastic zones at the top and bottom of the bar are 20 mm thick. Using a yield strength of 42ksi, determine. Yo IBin, O, 3. BIO MP me 4.

Ps Ls eye. PQ eP—ca ys S DaPevetiete with vespect to dl. STIF 1. Le 0. Determine a the angle 4. Determine the stress at point 4.

USH 1. Ty Souios St. For the given loading, determine q the stress at points A and B, 8 the point where the neutral axis Intersects line ABD.

Zr hS, yr? For the given loading, determine a the stress at points A and B, 6 the point where the neutral axis imerseas line ABD.

Determine the largest distance a for which the maximum compressive stress is 60 MPa. Coordinates of Joad point? Use th relations fg AK an an th 4.

The Z section shown is subjected to a couple My acting in a vertical plane. ITL Solve Prob. Principal axes are symmetry aves. Using Mohe's citete determine the prinerpad rmoments oP inertia.

Ss Mo Taio octo7i MaY- vis? Since the oxcad Force s Zevo, the y- avd Zanes are bent voided axes. Gee Gy tee where C, ond Cy ave constants. Show that the stress at point 4 is In ay aM, L1,-P.

Since ne axiad fovee is zevo, the y- avd Z-oxes ave centvoredal axes. Your Rating: Not Available. Mai Chai Pom , He Add Cast. Gun Atthaphan Phunsawat Black White. Off Jumpol Adulkittiporn Sean. Mond Tanutchai Wijitvongtong Gram. First Kanaphan Puitrakul Support Role.

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