CONTENTS 



Vll 



SECTION X 

 SPHERES AND CYLINDERS UNDER UNIFORM PRESSURE 



PAOKfl 



Hoop stress. Hoop tension in hollow sphere. Hoop tension in 

 hollow circular cylinder. Longitudinal stress in hollow circular 

 cylinder. Thick cylinders. Lamp's formulas. Maximum stress 

 in thick cylinder under uniform internal pressure. Bursting pres- 

 sure for thick cylinder. Maximum stress in thick cylinder under 

 uniform external pressure. Comparison of formulas for the strength 

 of tubes under uniform internal pressure. Thick cylinders built up 

 of concentric tubes. Practical formulas for the collapse of tubes 

 under external pressure. Shrinkage and forced fits. Applications 118-135 



SECTION XI 



FLAT PLATES 



Theory of flat plates. Maximum stress in homogeneous circu- 

 lar plate under uniform load. Maximum stress in homogeneous 

 circular plate under concentrated load. Dangerous section of ellip- 

 tical plate. Maximum stress in homogeneous elliptical plate under 

 uniform load. Maximum stress in homogeneous square plate under 

 uniform load. Maximum stress in homogeneous rectangular plate 

 under uniform load. Applications 



136-145 



SECTION XII 

 RIVETED JOINTS AND CONNECTIONS 



Efficiency of riveted joint. Boiler shells. Structural steel. - 

 Unit stresses. Applications 



146-155 



SECTION XIII 

 REENFORCED CONCRETE 



Physical properties. Design of reenforced-concrete beams. - 

 Calculation of stirrups, or web reenforcement. Reenforced- 

 concrete columns. Radially reenforced flat slabs. Diameter of 

 top. Efficiency of the spider hoops. Maximum moment. - 

 ness of slab. Area of slab rods. Application of formulas. - 

 Dimension table. Dimensions of spider. Applications . . . . 



156-175 



UNIVERSITY OF TORON 



DEPARTMENT OF CIVIL ENGINEER.. 



and Structural 



