end A is fixed joints are rigid and end D is free, Load P is acting at a distance l/3 from free end all members are of same length and flexural rigidity . find deflection of end B. A prismatic beam of width B and Depth D and length l.find maximum bending stress when load P can be placed anywhere on the beam Q7 end A is fixed joints are rigid and end D is free, Load P is acting at a distance l/3 from free end all members are of same length and flexural rigidity . find deflection of end B.

 

 

end A is fixed joints are rigid and end D is free,

Load P is acting at a distance l/3 from free end
all members are of same length and flexural rigidity . find deflection of end B.

 

 

A prismatic beam of width B and Depth D and length l.find maximum bending stress when load P can be placed anywhere on the beam

Q7 end A is fixed joints are rigid and end D is free,

Load P is acting at a distance l/3 from free end
all members are of same length and flexural rigidity . find deflection of end B.