Determine the horizontal and vertical components of the hinge force at A for the structure shown in Figure P-454. Neglect the weights of the members and of the pulleys.
A reinforced concrete slab in the shape of an isosceles trapezoid weighs 3600 N/m2. It is supported on the three points as shown in the figure.
Sketch the shear diagram for the continuous beam shown in Fig. P-846.
In the propped beam shown in Fig. P-844, determine the prop reaction.
For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
Determine the wall moment and prop reaction for the beam shown in Fig. P-841.
For the propped beam shown in Fig. P-840, determine the prop reaction and the maximum positive bending moment.
Determine the prop reaction for the beam in Fig. P-839.
Refer to Problem 827 for which M2 = -1215 lb·ft and M3 = -661 lb·ft.
Refer to Problem 826.