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PROBLEM (10.9) Calculate the maximum slope and maximum deflection of the beam in Figure
P10.1. The beam is an S 100 x 14 steel (see Table B.9):
Given: w = 1.2 kN/m, L = 2 m, E = 200 GPa
SOLUTION
See solution of Prob. 10.1:
34
68
AA
wL wL
v
EI EI
θ
==
From Table B.9: 64
2.83 10
I
mm
Thus,
33
96
1.2 10 (2)
6(200 10 )(2.83 10 )
A
θ
×
=××
3
2.827 10 rad
34
96
1.2 10 (2) 4.24
8(200 10 )(2.83 10 )
A
vmm
×
==
××
1 / 1 100%
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