Strength of Materials |
From inside the book
Results 1-3 of 80
Page 80
... stresses . At B , the stresses are oppositely directed , and the resultant stress is the difference between S2 and S1 . At the inside fiber C , however , the two stresses are collinear and in the same sense ; their sum produces the maximum ...
... stresses . At B , the stresses are oppositely directed , and the resultant stress is the difference between S2 and S1 . At the inside fiber C , however , the two stresses are collinear and in the same sense ; their sum produces the maximum ...
Page 376
... maximum stress of 650 psi is developed in the concrete when resisting a bending moment of 60,000 ft - lb , what stress is developed in the steel ? What area of reinforcing steel is required ? Ans . fs = 13,580 psi ; A , = 2.52 sq in ...
... maximum stress of 650 psi is developed in the concrete when resisting a bending moment of 60,000 ft - lb , what stress is developed in the steel ? What area of reinforcing steel is required ? Ans . fs = 13,580 psi ; A , = 2.52 sq in ...
Page 461
Ferdinand Leon Singer. This indicates that the maximum tensile or compressive stress alone is not sufficient to ... Maximum Strain Theory . According to the maximum strain theory , which is credited to Saint Venant , a ductile material ...
Ferdinand Leon Singer. This indicates that the maximum tensile or compressive stress alone is not sufficient to ... Maximum Strain Theory . According to the maximum strain theory , which is credited to Saint Venant , a ductile material ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
26 other sections not shown
Other editions - View all
Common terms and phrases
acting actual allowable angle applied assumed axial axis beam beam shown bending bolt carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation determine developed diagram diameter direction distance effect elastic curve element equal equation equivalent expressed flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum method midspan moments negative neutral axis normal obtain occurs plane plate positive Prob PROBLEMS produce R₁ radius reaction relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows simply slope Solution Solve span spring steel strain strength supported Table tangent tensile thickness torque torsional uniformly varies vertical wall yield zero ΕΙ