(a) A beam of length 6 m is subjected to the loading as shown in Fig. 3a. The UDL acts between A and C and has the value of 4 kN/m. Point loads of 6 kN and 10 kN act at points B and E respectively....


(a)<br>A beam of length 6 m is subjected to the loading as shown<br>in Fig. 3a. The UDL acts between A and C and has the value<br>of 4 kN/m. Point loads of 6 kN and 10 kN act at points B and<br>E respectively. Draw fully labelled shear force and bending<br>moment diagrams showing all the important values (i.e.<br>weight of the beam assumed negligible).<br>6 kN<br>10 kN<br>4 kN/m<br>A,<br>B.<br>2 m<br>2 m<br>1m<br>1m<br>Fig. 3a<br>

Extracted text: (a) A beam of length 6 m is subjected to the loading as shown in Fig. 3a. The UDL acts between A and C and has the value of 4 kN/m. Point loads of 6 kN and 10 kN act at points B and E respectively. Draw fully labelled shear force and bending moment diagrams showing all the important values (i.e. weight of the beam assumed negligible). 6 kN 10 kN 4 kN/m A, B. 2 m 2 m 1m 1m Fig. 3a

Jun 11, 2022
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