Uniformly Varying Load

Problem 842 | Continuous Beams with Fixed Ends

Problem 842
For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
 

842-overhanging-propped-beam.gif

 

Problem 818 | Continuous Beam by Three-Moment Equation

Problem 818
In Problem 817, determine the changed value of the applied couple that will cause M2 to become zero.
 

818-continuous-beam.gif

 

Problem 817 | Continuous Beam by Three-Moment Equation

Problem 817
Find the moment under the support R2 of the continuous beam shown in Fig. P-817.
 

817-continuous-beam-with-moment-and-triangular-loads.gif

 

Problem 728 | Isosceles triangular load over the entire span of fully restrained beam

Problem 728
Determine the end moment and maximum deflection of a perfectly restrained beam loaded as shown in Fig. P-728.
 

728-fixed-ended-beam-isosceles-triangle-load.gif

 

Problem 721 | Propped beam with decreasing load by moment-area method

Problem 721
By the use of moment-are method, determine the magnitude of the reaction force at the left support of the propped beam in Fig. P-706.
 

Propped with decreasing load from w at simple support to zero at the fixed end.

 

Problem 720 | Propped beam with increasing load by moment-area method

Problem 720
Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
 

Propped beam loaded with triangular or uniformly varying load

 

Problem 706 | Solution of Propped Beam with Decreasing Load

Example 03
The propped beam shown in Fig. P -706 is loaded by decreasing triangular load varying from wo from the simple end to zero at the fixed end. Find the support reactions and sketch the shear and moment diagrams
 

Propped with decreasing load from w at simple support to zero at the fixed end.

 

Problem 705 | Solution of Propped Beam with Increasing Load

Problem 705
Find the reaction at the simple support of the propped beam shown in Fig. P-705 and sketch the shear and moment diagrams.
 

Propped beam loaded with triangular or uniformly varying load

 

238 Finding the resultant of trapezoidal loading

Problem 238
The beam AB in Fig. P-238 supports a load which varies an intensity of 220 N/m to 890 N/m. Calculate the magnitude and position of the resultant load.
 

Simple beam with trapezoidal load over the entire span

 

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