Problem 728 Determine the end moment and maximum deflection of a perfectly restrained beam loaded as shown in Fig. P-728.
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.
Problem 720 Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
Problem 714 Determine the end moments of the restrained beam shown in Fig. P-714.
Solution $\delta_A = 0$
$\delta_{triangular\,\,load} - \delta_{fixed\,\,end\,\,moment} - \delta_{reaction\,\,at\,\,A} = 0$
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
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.
Problem 657 Determine the midspan value of EIδ for the beam shown in Fig. P-657.
Problem 334 Determine the reactions for the beam loaded as shown in Fig. P-334.
Problem 333 Determine the reactions R1 and R2 of the beam in Fig. P-333 loaded with a concentrated load of 1600 lb and a load varying from zero to an intensity of 400 lb per ft.
Problem 679 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.
Follow @iMATHalino
MATHalino
