An encastre beam is subjected to a distributed load as shown in Figure-1. The beam is made of a material with an elasticity modulus of
70GPa
, and has a width of
70mm
and a height of
140mm
. Assume that
w_(0)=6k(N)/(m)
,
L_(1)=3m
and
L_(2)=2m
. Determine the magnitude of reaction moment (kN.m) at
A
. ( 5 points) a) 54 b) 27 c) 50 d) 27 e) 22.5 Determine the magnitude of reaction force
(kN)
at
A
. (5 points) a) 28 b) 18 c) 20.00 d) 48 e) 15 Determine the moment of inertia (
mm^(4)
) for the given beam. ( 5 points) a) 43740000 b) 16006666.67 c) 27306666.67 d) 21093750 e) 66666666.67 Determine the slope (
\deg
) of the beam at B. (10 points) a) -1.38 b) -1.22 c) -0.52 d) -1.16 e) -0.99 Determine the deflection ) of the beam at
B
. ( 10 points) a) -20.60 b) -91.13 c) -64.95 d) -48.00 e) -54.22 Determine the slope (
\deg
) of the beam at C. ( 5 points) a) -0.99 b) -1.16 c) -0.52 d) -1.22 c) -1.38 Determine the deflection (
mm
) of the beam at C. (10 points) a) -102.41 b) -90.67 c) -48.07 d) -131.63 e) -116.91