Question

Data are given-see 2 pictures attached

I am not sure if these answers are correct. I have used Micro stran to solve them.

I need manual calculation by using Mc Cauley's Method(double integration) to compare them.

Deflection at B = -2.073mm C=-2.045 mm D=-1.876mm F= +2.033mm

= 40 kN All dic tances in m-enhart it to meter 4.9a x100 mm sin 1150! 150, 675ーーーヒーー600 --イ 975 2550 Simply-supported beam with cantilever overhang and a single vertical point load

Answer 1

éve ndało 406m Raachon ace moment od x-x dx* boy Tntecaode 醜

when χ=o, y=0 tGxl.%" +0-46x4.95-6.975 O 21+16.119+o dc-4.6l mm

Dedleckon at·D· X>1.275 +93x (.238. 195 yo Y Се9Sy 3D -4,069 mm +23 su gf 2.41 mm Ths the de tlech o) yB פ4-.gt mm L-4.61mm