Given y-bar = 29.29 and I = 511,282.69 mm^4 A beam with an I- cross section, is subjected to the internal loadings s...
Given y-bar = 29.29 and I = 511,282.69 mm^4 A beam with an I- cross section, is subjected to the internal loadings shown. Determine the stresses acting on particles H and K and sketch them on a properly oriented element 35 mm 6 mm H 13.2 kN 15 mm 8.5 kN 6 mm 65 mm 2.1 kN-m 50 mm 6 mm
Problem 1 A beam with an I-cross section, is subjected to the internal loadings shown. Determine the stresses acting on particles H and K and sketch them on a properly oriented element. 35 mm 6 mm H13.2 kN 15 mm 8.5 kN 6 mm 65 mm 2.1 kN-m 15 mm 50 mm 6 mm
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 mm
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 mm
50 mm Problem3 A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN 120 mm 160 mm 75 mm 65 kN 5 kN 150 mm 30 mm Problem 3-Solution
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
60 mm A 2 m long cantilever beam with an asymmetric cross-section is subjected to a tip load of 3 kN, as shown. The y- and z-axes pass through the centroid of the cross-section. (a) Show that moments of inertia for the cross-section are 1.33x106 mm4, Iy - 0.917x106 mm4 and Iy-0.03x106 mm4, (b) Find the inclination of the neutral axis and (c) Find the magnitude and location of maximum tensile and compressive stresses in the C.S 10 0° -28...
The beam having a cross-section as shown is subjected to the distributed load w (1) Calculate the moment of inertia, I (2) If the allowable maximum normal stress ơmax-20 MPa, determine the largest distributed load 5. w. (3) If w 1.5 kN/m, determine the maximum bending stress in the beam. Sketch the stress distribution acting over the cross-section. 100 mm 50mm 120 mm 3 m50 mm 3 m
Stress Transformation: 16a The shaft has a circular cross section of diameter d 35 mm, and is subjected to torque T 24 Nm in the direction shown. Consider a material element positioned on the outer surface of the cylinder and oriented at 450 as shown. Find the magnitude of the stresses on that element and draw them (with the correct direction) in a properly oriented element. 45
The cantilever beam shown in the figure is subjected to a concentrated load at point B. The stresses acting at point H on the beam are to be determined. H Cross section For this analysis, use the following values: Beam and Load. a = 1.75 m b=0.30 m @= 60 degrees P = 25 KN Cross-sectional Dimensions d=250 mm bp = 125 mm ty=7 mm tw = 7 mm C= 30 mm (Note: The load P applied at Bacts in...