P /500 Problem 2) Combined Loading (30 points The structure shown has a diameter of 40...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a# 500 mm and d-100mm. Using load magnitudes of = 3000 N, 1000 N, and B = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the xy plane.) 乃 The cross-sectional properties are: A 1257 mm2 251,327 mm l, = 1.-125,664 Ton" Qmax 5333 mm Present your answers in the...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
Combined LoadingThe structure shown has a diameter of 32mm. The length dimensions are a = 120mm and b = 100mm. Using load magnitudes of Px = 2800 N and Pz = 1800 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the x-z plane.) The cross-sectional properties are: A=804 mm2 J=102,944 mm4 ly=Iz=51,472 mm4 Qmax=2731 mm3 Present your answers in the following stress tensor matrix based on the x, y, z coordinate system:
Combined loading A rod with the diameter of 20 mm is subjected to a force P - 1800 N, as shown in the figure. The rod is fixed to the wall at Point C.L.- 50 mm and L-200 mm. Determine the magnitude of the shear stress MPa at Point Blocated on the surface of the rod on the designated positive z axis (rounding to two decimal places).
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...
The cantilever beam shown in the figure is subjected to a concentrated load at point B. The stresses acting at point Hon the beam are to be determined Ques! Text- Quest Text Ent T Quest Text End Cross section Viewir Text-Ent For this analysis, use the following values Beam and Load. Questi Muitstep a. 1.75 m b-0.30 m 0.63 degrees P.49 KN Questid Text Entry Questio Text Entry Cross-sectional Dimensions d - 275 mm by - 150 mm - 13...
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm 150 mm 12 mm 100 mm -200 mm 1.5 m 1. Determine the largest shearing stress in section n-n. (Round the final answer to the nearest whole number.) kPa. The largest shearing stress is 02019 McGraw HIll Bducation Al rights cosorved For the beam and loading shown, consider section-nand take P 177 kN. 160 mm 20 mm 100 mm 30 mm 500 mm- 500...
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15 20 0.5 m P . 5 20 n 120 40 n 20 1.5 m 20 0.8 m 90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
7 of 15 6-of-9 Problem 4 (35 Points) The rod has a diameter of 40 mm. It is subjected to the force and moment system shown. (a) (15 points) Determine the stress components that act at point B. Show the results on a volume element below located at this point. (b) (10 points) Assume that the stress components at point A are given by Ox = -37 MPa, y = 0 MPa, Try = - 8 MPa. Draw a Mohr's...
please answer all thank you Homework - State Loading Advanced (Part 2) A solid round 20 mm diameter hur is based as shown below, where the lead iP XOAN, the downward tr adise.SSAN, the lig h the is M-20 Nm, and the true lead is T-30 Nm. This results in certain stresses in the bar the base al Points located at the top of the har d ew from (located ISO w from 4-y il Decated 270cw from located in...