Description
A fixed rectangular frame ABCD with dimensions: L = 360'' and h = 180'' is subjected to a horizontal force of 10 lb acting on joint C. Calculate the support reactions and moments.

File Name
Browse to drive
letter:\Users\Public\Public Documents\SOLIDWORKS\SOLIDWORKS
version\samples\Simulation
Examples\Verification\Static_29.SLDPRT and open the
file.
Material Properties
Modulus of elasticity = 30 X 106 psi.
Cross-Section Properties
ISO Square Tube: 20 x 20 x 2; Cross sectional area: 0.2072 in2; Moment of Inertia: I1 = I2 = 0.0166 in4.
Modeling hint
The frame members are treated as beam elements.
Results
|
Theory |
SOLIDWORKS Simulation |
Vertical Reaction Force: VA = -VB (lb) |
1.875 |
1.875 |
Horizontal Reaction Force: HA = - HB (lb)
|
5.0 |
5.0 |
Reaction Moment: MA = - MB (lb-in) |
562.5 |
562.5 |
Analytical Solution
HA = -HB = W / 2
VA = -VB = (3* W* h*k) / (L* N1)
MA = -MB = (W *h / 2)*(3*k + 1 / N1)
where:
-
k = I2 *h / I1 *L
- N1 = 6*k+1