An elevated jogging track is supported at intervals by a wood beam AB (L = 7.5 ft) that is pinned at A and supported by steel rod BC and a steel washer at B. Both the rod (d B C = 3/16 in.) and the washer (d B = 1.0 in.) were designed using a rod tension force of T B C =415 lb. The rod was sized using a factor of safely of 3 against reaching the ultimate stress tr u — 60 ksi. An allowable bearing stress s b a = 565 psi was used to size the washer at B. A small platform HF is suspended below a section of the elevated track to support some mechanical and electrical equipment. The equipment load is uniform load q = 50 lb/ft and concentrated load W E = 175 lb at mid-span of beam HF. The plan is to drill a hole through beam ABaX £land install the same rod (d B C ) and washer) d B ) at both D and F to support beam HF. (a) Use s and to check the proposed design for rod DF and washer d,: are they acceptable? (b) Re-check the normal tensile stress in rod BC and bearing stress at 8 if either is inadequate under the additional load from platform HF. Re-design them to meet the original design criteria.
An elevated jogging track is supported at intervals by a wood beam AB (L = 7.5 ft) that is pinned at A and supported by steel rod BC and a steel washer at B. Both the rod (d B C = 3/16 in.) and the washer (d B = 1.0 in.) were designed using a rod tension force of T B C =415 lb. The rod was sized using a factor of safely of 3 against reaching the ultimate stress tr u — 60 ksi. An allowable bearing stress s b a = 565 psi was used to size the washer at B. A small platform HF is suspended below a section of the elevated track to support some mechanical and electrical equipment. The equipment load is uniform load q = 50 lb/ft and concentrated load W E = 175 lb at mid-span of beam HF. The plan is to drill a hole through beam ABaX £land install the same rod (d B C ) and washer) d B ) at both D and F to support beam HF. (a) Use s and to check the proposed design for rod DF and washer d,: are they acceptable? (b) Re-check the normal tensile stress in rod BC and bearing stress at 8 if either is inadequate under the additional load from platform HF. Re-design them to meet the original design criteria.
Solution Summary: The author evaluates the proposed design for rod DF and washer F.
An elevated jogging track is supported at intervals by a wood beam AB (L = 7.5 ft) that is pinned at A and supported by steel rod BC and a steel washer at B. Both the rod (dBC= 3/16 in.) and the washer (dB= 1.0 in.) were designed using a rod tension force of TBC=415 lb. The rod was sized using a factor of safely of 3 against reaching the ultimate stress tru— 60 ksi. An allowable bearing stress sba= 565 psi was used to size the washer at B.
A small platform HF is suspended below a section of the elevated track to support some mechanical and electrical equipment. The equipment load is uniform load q = 50 lb/ft and concentrated load WE= 175 lb at mid-span of beam HF. The plan is to drill a hole through beam ABaX £land install the same rod (dBC) and washer) dB) at both D and F to support beam HF.
(a) Use s and to check the proposed design for rod DF and washer d,: are they acceptable?
(b) Re-check the normal tensile stress in rod BC and bearing stress at 8 if either is inadequate under the additional load from platform HF. Re-design them to meet the original design criteria.
Branch of science that deals with the stationary and moving bodies under the influence of forces.
Water is at a temperature of 30 C. Plot the height h of the water as a function of the gap w between the two glass plates for 0.4 mm ≤ w ≤ 2.4 mm. Use increments of 0.4mm. Take sigma=0.0718 N/m.
What is the reading on the vernier calipers?
7
6
0 5
10
8
Determine the moments of the force about the x and the
a axes.
O
4 m
F = {-40i +20j + 10k} N
3 m
6 m
a
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BEARINGS BASICS and Bearing Life for Mechanical Design in 10 Minutes!; Author: Less Boring Lectures;https://www.youtube.com/watch?v=aU4CVZo3wgk;License: Standard Youtube License