Given: TABLE 3.1. Coefficients for Rectangular Bars in Torsion C2 0.208 0.219 0.231 0.246 0258 0.267 0.282 0.291 0.1406 0.1661 0,1958 0.229 0.249 0.263 0.281 0.291 0.312 0.333 10 12 15 2.0 30 4.0 5.0 10.0 0.312 00 0.333 Wood: Allowable stress: 5 MPa Shear Modulus: 0.5 GPa L= 0.6 m d = 50 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given:
TABLE 3.1. Coefficients for
Rectangular Bars in Torsion
C2
0.1406
O.1661
0,1958
0.229
0.208
0.219
0.231
0.246
0 258
0.267
0.282
0.291
10
12
1.5
20
0.249
0.263
0.281
0.291
0.312
0.333
30
4.0
5.0
10,0
0312
00
0.333
Wood:
Allowable stress: 5 MPa
Shear Modulus: 0.5 GPa
L= 0.6 m
d = 50 mm
Transcribed Image Text:Given: TABLE 3.1. Coefficients for Rectangular Bars in Torsion C2 0.1406 O.1661 0,1958 0.229 0.208 0.219 0.231 0.246 0 258 0.267 0.282 0.291 10 12 1.5 20 0.249 0.263 0.281 0.291 0.312 0.333 30 4.0 5.0 10,0 0312 00 0.333 Wood: Allowable stress: 5 MPa Shear Modulus: 0.5 GPa L= 0.6 m d = 50 mm
What is the largest safe torque, in Nm, can be applied to the circular cross-
section? (Provide answer in whole numbers, without the units. Ex: 123.4 Nm -->
123)
Your answer
What is the largest safe torque can be applied to the rectangular cross-section?
(Provide answer in whole numbers, without the units. Ex: 123.4 Nm --> 123)
Your answer
Transcribed Image Text:What is the largest safe torque, in Nm, can be applied to the circular cross- section? (Provide answer in whole numbers, without the units. Ex: 123.4 Nm --> 123) Your answer What is the largest safe torque can be applied to the rectangular cross-section? (Provide answer in whole numbers, without the units. Ex: 123.4 Nm --> 123) Your answer
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