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Section 3
3-19
LONG.
TRANS.
X
Y
Z
M
M
M
M
x
y
x
y
Figure 3.7
Table 3.4
(Actual Output from Design)
ELEMENT FORCES FORCE, LENGTH UNITS= KIP FEET
--------------
FORCE OR STRESS = FORCE/WIDTH/THICK, MOMENT = FORCE-LENGTH/WIDTH
MXY ELEMENT LOAD QX QY MX MY
FX FY FXY
0.00 13 1 0.00 0.04 0.14 0.06
6.05 0.76 0.00
TOP : SMAX= 9.35 SMIN= 2.09 TMAX= 3.63 ANGLE= 0.0
BOTT: SMAX= 2.74 SMIN= -0.56 TMAX= 1.65 ANGLE= 0.0
0.00 3 0.00 0.03 0.10 0.04
2.63 0.25 1.46
TOP : SMAX= 5.44 SMIN= 0.74 TMAX= 2.35 ANGLE= 18.7
BOTT: SMAX= 1.37 SMIN= -1.81 TMAX= 1.59 ANGLE= 35.5
ELEMENT DESIGN SUMMARY
----------------------
LOAD ELEMENT LONG. REINF MOM-X /LOAD TRANS. REINF MOM-Y /
(SQ.IN/FT) (K-FT/FT) (SQ.IN/FT) (K-FT/FT)
13 TOP : 0.130 0.14 / 1 0.130 0.06 / 1
BOTT: 0.000 0.00 / 0 0.000 0.00 / 0