Prob. 1.4-13. For the overhanging beam shown in Fig. P1.4-13,determine: (a) expressions for the internal resultants V¡(x) andM1(x) in interval AB (0 < x < 6 in.), and (b) the internalresultants Vp and Mp at section D, midway between the twosupports.40 lb/in.A|cBD6 in.3 in.-3 in.P1.4-13

Let us first determine the expressions for the internal resultants V1(x) and M1(x) for the span…

Prob. 1.4-13. For the overhanging beam shown in Fig. P1.4-13, determine: (a) expressions for the internal resultants V1(x) and M1(x) in interval AB (0< x < 6 in.), and (b) the internal resultants Vp and Mp at section D, midway between the two supports. 40 lb/in. A |C В D 6 in. -3 in. -3 in. P1.4-13

Prob. 1.4-13. For the overhanging beam shown in Fig. P1.4-13, determine: (a) expressions for the internal resultants V1(x) and M1(x) in interval AB (0< x < 6 in.), and (b) the internal resultants Vp and Mp at section D, midway between the two supports. 40 lb/in. A |C В D 6 in. -3 in. -3 in. P1.4-13

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Prob. 1.4-13. For the overhanging beam shown in Fig. P1.4-13,
determine: (a) expressions for the internal resultants V¡(x) and
M1(x) in interval AB (0 < x < 6 in.), and (b) the internal
resultants Vp and Mp at section D, midway between the two
supports.
40 lb/in.
A
|c
B
D
6 in.
3 in.
-3 in.
P1.4-13

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