ENGR 01-410, 510    Finite Element Analysis      T.R. Chandrupatla

HW#	Problems	MW classes 1,2	TR classes 3	Comment	
1	1.4, 1.8	9/19	9/15		
2	1.12, 1.17	9/21	9/20		
3	3.1, 3.3	9/28	9/27		
4	3.11 h,c, 3.12 h,c	10/5	10/4		
5	3.16 c, 3.31 c 
Formulate by hand	10/12	10/11		
6	4.6 h,c, 4.7 h,c	10/19	10/20		
7	4.15 c   steel members
5.1  only,c (ends fixed)	11/2	11/1		
8	5.8 c, 6.1 h, 6.2 h	11/9, 11	11/10		
9	6.5 h, 6.12 h, 6.11 1 el B
                  Comp 1el, 4el	11/16	11/17		
10	6.17 c distr load 100N/mm^2 outward on right edge
8.1, and Prob below	11/21	11/22		
11	6.17c above with QUAD element 2x3 divisions	11/28	11/29		
12					
13					
14					
15					

h – hand calculation
c – computer solution (Input data/Output)
HW7 for hand calculation
In the beam shown, determine deflection and slope at the point where load is applied

 1

 1

 1

Fixed

Fixed

EI = 2

EI = 1

HW 10. Prob 2 

      We have  from calculus. Find the integral using two point Gaussian integration and compare it with the exact value.