For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
See Figure P-827.
In Problem 817, determine the changed value of the applied couple that will cause M2 to become zero.
Find the moment under the support R2 of the continuous beam shown in Fig. P-817.
Determine the end moment and maximum deflection of a perfectly restrained beam loaded as shown in Fig. P-728.
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.
Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
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
Find the reaction at the simple support of the propped beam shown in Fig. P-705 and sketch the shear and moment diagrams.
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.
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