FIXED BEAMS 

 ,8000 Ib. 2000 Ib. 



377. 



-5- *. 



Ib. 



378. 



- -- J-c- ' 



5'-> 



40001500 6000 16000 



Ib. Ib. Ib. Ib. 



379. 



12000 

 Ib. 



' - - '- - 



4000 



380 



t" 



U* ----- 



10 f ----- < 4 L 



41 



VII. FIXED BEAMS 



Draw the shear and moment diagrams, determine the maximum 

 shear, maximum moment, danger sections, and* points of inflection in 

 the following cases : 



381. 



100 Ib.perft. 



382. 



00 Ib.perft. 



383 



3200 Ib. 



eg. ....... 



