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relationship between load shear and moment

Solution to Problem 442 | Relationship Between Load, Shear, and Moment

Solution to Problem 441 | Relationship Between Load, Shear, and Moment

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.)

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 440 | Relationship Between Load, Shear, and Moment

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.)

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 439 | Relationship Between Load, Shear, and Moment

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.

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 438 | Relationship Between Load, Shear, and Moment

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.

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 437 | Relationship Between Load, Shear, and Moment

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

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 436 | Relationship Between Load, Shear, and Moment

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

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 435 | Relationship Between Load, Shear, and Moment

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

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 434 | Relationship Between Load, Shear, and Moment

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

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

Solution to Problem 433 | Relationship Between Load, Shear, and Moment

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

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Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.

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