11/15/2016
CIVE 302
Section 061
Junjian Pu
The propose of this lab was to explore the effects of the element size, boundary
condition and load application type on the models deflection and stress distribution.
3 models of beams, 6 models of shell and 6 mo
11/2/2016
CIVE 302
Section 061
Junjian Pu
Figure 1 demonstrated the three different loading patterns, which were distributed
live load on entire beam as load pattern 1, distributed live load only on left side beam
ad load pattern 2 and distributed live lo
10/5/2016
CIVE 302
Section 061
Junjian Pu
Table 1
Case 1
Case 2
Case 3
Reaction at A
36 kips
45 kips
48 kips
Reaction at C
12 kips
27 kips
48 kips
Table 1 demonstrates the support reaction at point a and c in three possible
loading patterns.
Table 2
B dis
10/19/2016
CIVE 302
Section 061
Assignment #4
Junjian Pu
Top two figures demonstrated the two different views of the frame. The left figure
showed the basic view of the frame with all labels visible. In this frame, frame IG, GJ,
BC and CD were defined as
10/12/2016
CIVE 302
Section 061
Junjian Pu
Figure 1
Figure 2
Figure 3
Figure 1, figure 2 and figure 3 demonstrate the reactions at point A and Point B
under three loading scenarios.
Table 1
Scenario 1
Scenario 2
Scenario 3
Reaction (Kip)
Az
Ax
Bz
Bx
Az
Ax
10/5/2016
CIVE 302
Section 061
Junjian Pu
Visual analysis and SAP are the software that is used to analyze a structure. The
structure can be as simple as a beam model, as a bit complex as a truss model or even
as complex as a 3D model. Once a model is cre
11/9/2016
CIVE 302
Section 061
Junjian Pu
Table 1 demonstrated the radius of each three columns, the K value, the calculated
critical radius, the calculated Fe value, calculated critical F vaue, calculated axial stress
and capacity by using the following