P11.30b For the beams and loadings shownbelow, assume that EI= 5.0 x 104 kN-m² isconstant for each beam.(b) For the beam in Fig. P11.30b, determinethe concentrated moment M required tomake the total beam slope at A equal to zero(i.e., OA = 0).VM6 kN/m5 mFig. P11.30bBX Q.5. For the beam shown in Figure (5), assume that El = 5x10 kN.m². Determine:a) The concentrated moment (M) required to make the slope at A equal to zero (i.e., BA= 0).b) The reactions at support B.c) The beam deflection at point A.

1. Concentrated moment M 2. Reactions at support B 3. Deflection at point A

P11.30b For the beams and loadings shown below, assume that EI= 5.0 x 104 kN-m² is constant for each beam. (b) For the beam in Fig. P11.30b, determine the concentrated moment M required to make the total beam slope at A equal to zero (i.e., OA = 0). V M 6 kN/m 5 m Fig. P11.30b B X

P11.30b For the beams and loadings shown below, assume that EI= 5.0 x 104 kN-m² is constant for each beam. (b) For the beam in Fig. P11.30b, determine the concentrated moment M required to make the total beam slope at A equal to zero (i.e., OA = 0). V M 6 kN/m 5 m Fig. P11.30b B X

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

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P11.30b For the beams and loadings shown
below, assume that EI= 5.0 x 104 kN-m² is
constant for each beam.
(b) For the beam in Fig. P11.30b, determine
the concentrated moment M required to
make the total beam slope at A equal to zero
(i.e., OA = 0).
V
M
6 kN/m
5 m
Fig. P11.30b
B
X

Q.5. For the beam shown in Figure (5), assume that El = 5x10 kN.m². Determine:
a) The concentrated moment (M) required to make the slope at A equal to zero (i.e., BA= 0).
b) The reactions at support B.
c) The beam deflection at point A.

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