Coordinates (x, y, z): A (0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) O (20cm,...
Coordinates (x, y, z): A (0, +7mm, 0) B (0, 0, -7mm) C (0, -7mm, 0) 0 (20cm, 0, 12cm) Fixed support 2 (y direction) 35 KN (x direction) 22 kN (z direction) 16 kN-m A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine the following: 1. Which internal forces cause normal stresses, and which cause shear...
A 00 Coordinates (x, y, z): A (0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) (20cm, 0, 12cm) Fixed support (y direction) 35 kN y (x direction) 22 kN (z direction) 16 kN-m A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine the following: 1. Which internal forces cause normal stresses, and which cause shear stresses?...
please answer all correctly!! Coordinates (x, y, z): A (0, +7mm, 0) | B (0, 0, -7mm) C(0, -7mm, 0) 0 (20cm, 0, 12cm) Fixed support y direction) 135 kN (x direction) 22 kN-m (z direction) 16 kN A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine the following: 1. Which internal forces cause normal stresses, and...
PLEASE ANSWER ALL PARTS OF THE QUESTION A 00 Coordinates (x, y, z): A (0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) (20cm, 0, 12cm) Fixed support (y direction) 35 kN y (x direction) 22 kN (z direction) 16 kN-m A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine the following: 1. Which internal forces cause...
Please show all work and steps. Any help will be appreciated and thank you for your time! Coordinates (x, y, z): A(0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) O (20cm, 0, 12cm) Fixed support (y direction 35 kN (x direction) 22 kN-m (z direction) 16 kN A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine...
Force F, 1 kN, is applied in the negative y-direction at point B. The magnitudes of the tension in the cables are T(BC) = 707 N and T(BD) = 1500 N. Point E is 3m from point A. a) Calculate the vectors representing the tensions in the cables. b) Determine the internal force and moment system in the bar at x-section E. Show the internal forces and moment on free body diagram. 6 m I) 6 3
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...
Do all questions that are wrong or unfilled and please circle answers Chapter 12, Reserve Problem 052 (Multistep) Part 1 Correct A flanged-shaped flexural member is subjected to an internal axial force of 17.9 kN, an internal shear force of 12.0 kN, and an internal bending moment of 1.9 kN-m, as shown. Assume b = 34 mm, b2 = 52 mm, dy = dx = 13 mm, ti = ta = ty = 7 mm, d = 65 mm. Determine...
I need help with part B thank you A pipe with an outside diameter of 150 mm and a wall thickness of 5 mm is subjected to the loadings shown in the figure below. P PO a For this analysis, use the following values: Distances, Loads, and Moments. a = 450 mm Px = 11.5 kN Py = 25.5 kN T = 15 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the...