relationship between load shear and moment

Problem 442
Beam carrying the uniformly varying load shown in Fig. P-442.

Problem 441
A beam ABCD is supported by a roller at A and a hinge at D. It is subjected to the loads shown in Fig. P-441, which act at the ends of the vertical members BE and CF. These vertical members are rigidly attached to the beam at B and C. (Draw shear and moment diagrams for the beam ABCD only.)

Problem 440
A frame ABCD, with rigid corners at B and C, supports the concentrated load as shown in Fig. P-440. (Draw shear and moment diagrams for each of the three parts of the frame.)

Problem 439
A beam supported on three reactions as shown in Fig. P-439 consists of two segments joined by frictionless hinge at which the bending moment is zero.

Problem 438
The beam loaded as shown in Fig. P-438 consists of two segments joined by a frictionless hinge at which the bending moment is zero.

Problem 437
Cantilever beam loaded as shown in Fig. P-437.

Problem 436
A distributed load is supported by two distributed reactions as shown in Fig. P-436.

Problem 435
Beam loaded and supported as shown in Fig. P-435.

Problem 434
Beam loaded as shown in Fig. P-434.

Problem 433
Overhang beam loaded by a force and a couple as shown in Fig. P-433.