The principal stresses at a point in a bar are 160 N/mm² (tensile) and 80 N/mm² (compr.). The accompanying maximum shear stress intensity is (a) 100 N/mm² (c) 120 N/mm² (b) 110 N/mm² (d) 140 N/mm²

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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4.101 The principal stresses at a point in a bar are
160 N/mm² (tensile) and 80 N/mm² (compr.). The
accompanying maximum shear stress
intensity is
(a) 100 N/mm²
(c) 120 N/mm²
(b) 110 N/mm²
(d) 140 N/mm²
Transcribed Image Text:4.101 The principal stresses at a point in a bar are 160 N/mm² (tensile) and 80 N/mm² (compr.). The accompanying maximum shear stress intensity is (a) 100 N/mm² (c) 120 N/mm² (b) 110 N/mm² (d) 140 N/mm²
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