172 HOMOGENEOUS BEAMS 



FORMULAS FOR DEFLECTION OF BEAMS 



Case I Method of Loading 



Deflection 

 Inches 



WP 



II 



WP 



III 



WP 

 15 El 



IV 



WP 

 48 El 





Wxy(2l-x)\3x(2l-x) 



271EI 



VI 



VII 



VIII 



5WP 

 384 El 



3WP 

 320 El 



