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.
Determine the midspan value of EIδ for the beam shown in Fig. P-679 that carries a uniformly varying load over part of the span.
Determine the midspan deflection of the beam loaded as shown in Fig. P-677.
Determine the value of EIδ at the left end of the overhanging beam shown in Fig. P-670.
Determine the value of EIδ at the right end of the overhanging beam shown in Fig. P-667. Is the deflection up or down?
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