*Prob. 1.4-14. Beam AD is supported by a rollers at B and C that are equidistant form the ends, as shown in Fig. P 1.4-14. The beam supports a uniformly distributed downward load of intensity wo (force per unit length) along its entire length. (a) Determine an expression for the location a of the two supports that will minimize the maximum bending moment Mmax in the beam. (b) Also determine an expression for the value of Mmax. Wo D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Beam AD is supported by a rollers at B and C that are equidistant form the ends, as shown in Fig. P 1.4-14. The beam supports a uniformly distributed downward load of intensity wo (force per unit length) along its entire length. (a) Determine an expression for the location a of the two supports that will minimize the maximum bending moment Mmax in the beam. (b) Also determine an expression for the value of Mmax.
*Prob. 1.4-14. Beam AD is supported by a rollers at B and C that are
equidistant form the ends, as shown in Fig. P 1.4-14. The beam supports a
uniformly distributed downward load of intensity wo (force per unit length)
along its entire length. (a) Determine an expression for the location a of the
two supports that will minimize the maximum bending moment Mmax in
the beam. (b) Also determine an expression for the value of Mmax.
W
В
PI .4-14
Transcribed Image Text:*Prob. 1.4-14. Beam AD is supported by a rollers at B and C that are equidistant form the ends, as shown in Fig. P 1.4-14. The beam supports a uniformly distributed downward load of intensity wo (force per unit length) along its entire length. (a) Determine an expression for the location a of the two supports that will minimize the maximum bending moment Mmax in the beam. (b) Also determine an expression for the value of Mmax. W В PI .4-14
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