A UNS G10350 steel shaft, heat-treated to a minimum yield strength of 75 kpsi, has a diameter of1- in. The shaft rotates at 613 rev/min and transmits 53 hp through a gear.16Select an appropriate key for the gear.(a) Take a in square key, UNS G10200 cold-drawn steel being used. The design will be based ona yield strength of 65 kpsi. A factor of safety of 2.80 will be employed in the absence of exactinformation about the nature of the load.(b) The same conditions in option (a) but the design will be based on a shear strength of 37.5 kpsiUse Customary units.

Solution:-UNS G10350Minimum yield strengthσymin=75kpsiShaft rotates n=613rpmd=2316P=53hpSafety…

Answered: A UNS G10350 steel shaft, heat-treated…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.7P

See similar textbooks

Similar questions

Current Attempt in Progress X Incorrect Compound axial member ABC has a uniform diameter of d- 1.25 in. • Segment (1) is an aluminum [Ez - 10000 ksi]alloy. The length of segment (1) is L4 - 70 in. • Segment (2) is a copper [E2 - 17000 ksi]alloy. The length of segment (2) is L2 - 98 in. When axial force Pis applied, a strain gage attached to copper segment (2) measures a normal strain of 2 - 2100 uin./in. in the longitudinal direction. What is the total elongation of member ABC? L2 Aluminum B Соpper Answer: AL - 35.7 in.
Q3. A solid shaft was made of alloy steel, it was welded to a flat plate by a specific size of fillet weld. If a torque is applied to the shaft, calculate the size of the weld joint.
The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P 20 KN is applied. Sheel E200 GPa L-1 m 2.0 m 0.6m 1.5m P-20 KN Aluminum E-70 GPa A=900mm L-1.5 m What is the axial load at steel rod in KN?
The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P = 20 KN is applied. Steel E200 Gra A-600mm L-I m 2.0 m 0.6m 1.5 m D. V P-20 KN Aluminum E-70 GPa A-900mm L-1.5 m What is the axial load at aluminum rod in KN?
Current Attempt in Progress The axial assembly consists ofa solid 0.88-in.-diameter aluminum alloy (E = 8900 ksi, v = 0.33, a = 13 x 10-6/°F] rod (1) and a solid 1.78-in.-diameter bronze [E = 14800 ksi, v = 0.2.a = 8.4 x 10 6/°F] rod (2). Assume L=14 in., Ly-21 in. If the supports at A and C are rigid and the assembly is stress free at 17°F, determine: (a) the normal stresses o.02 in both rods at 183°F (positive if tensile, negative if compressive). (b) the displacement ug of flange B (positive if to the right, negative to the left). (c) the change in diameter Ad of the aluminum rod. %3D !! B Answers: ksi ksi, o2 = (a) o1 %3D in. (b) ug- in. (c) Adi
using Figure 5-27, what is the advantage of the suspended type magnet over the other two types of magnets?
Q.2: A rectangular bar is cut from an AISI 1018 Cold-Drawn flat steel. The bar is 50 mm wide by 8 mm thickness and has a 10 mm hole drilled through the centre. It is to be placed in the reversed axial loading to failure in an operating environment of 350°F. Using ASTM minimum properties, and a reliability of 95 percent, estimate the endurance limit and fatigue strength at 60 000 cycles. Taken Sut-64 kpsi at 70°F and notch sensitivity (q=0.8).
1. If the allowable stress of a revolving steel is 150 MPa, what is the equivalent angular velocity which will produce such stress. The mean diameter is 440mm. 2. See connection figure below. The rivets is 7/8 in. in diameter. According to the rivert supplier, the allowable stresses for the material are t = 15 ksi and Ob = 32 ksi. What is the allowable load of the connection? L4 x 3-1/2 W18 x 86 W24 x 117 Girder Beam
10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 10 MPа О 12.5 MPa 15 MPa 8.5 MPa O no one O ---.. O- O O 300mm 8 mm
a) Determine the preload and service load stresses in the bolt. Compare to the SAE minimum proof strength of the bolt. • Specify the torque necessary to develop the preload.
A C130x10 tension member is welded to a plate as shown in the figure. The channel is of Grade 350W steel. The channel is welded on both sides with 110 mm long fillet weld. Assume the weld does not govern the capacity, calculate the factored tension resistance of the channel. The tension resistance is not governed by the plate. C130 X10
A bracket connection shown in figure, consists of a joist cutting welded to the flange of a column by shop fillet welds 8 mm on flanges and 6 mm on the web. Determine the safe service load 'W', the bracket can support at a distance of 200 mm from the face of the column if the steel grade is Fe 410. 200 200 8V 150 200 W 8 V 150 N 150 200 250 Partial factor of safety on shop weld = 1.25 Yield strength of steel = 250 MPa. 250 A

SEE MORE QUESTIONS

Recommended textbooks for you

Steel Design (Activate Learning with these NEW ti…

Civil Engineering

ISBN:

9781337094740

Author:

Segui, William T.

Publisher:

Cengage Learning

Solid Waste Engineering

Civil Engineering

ISBN:

9781305635203

Author:

Worrell, William A.

Publisher:

Cengage Learning,

Steel Design (Activate Learning with these NEW ti…

Civil Engineering

ISBN:

9781337094740

Author:

Segui, William T.

Publisher:

Cengage Learning

Solid Waste Engineering

Civil Engineering

ISBN:

9781305635203

Author:

Worrell, William A.

Publisher:

Cengage Learning,

SEE MORE TEXTBOOKS