|
|
|
|
Beam Fixed At Both Ends - Concentrated Load At
Center: |
|
|
|
|
|
|
Calculation: |
|
Designer/Checker: |
|
|
|
Input: |
|
|
|
|
|
|
(Note: All input Metric units are converted to English units
for the equations below and then the output English units are converted back to
Metric) |
|
AISC Steel Design Manual, Table 3-23: |
The following is for calculating the maximum shear and moment loads on a beam
fixed at both ends with a concentrated load at the center. |
|
|
|
Length of span (l - ft or m) |
|
Concentrated load (P - kips or kN) |
|
|
|
|
|
|
|
|
|
|
|
|
|
Output: |
|
|
|
|
Login to enable the Formulas!
|
|
|
R = V = |
|
Mmax = |
|
|
|
|
|
|
|