how to derive the maximum force of the simple and cantilever beam or if there are any missing equations. Please could I have a written explanation of the derivations. Thank you.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Hi these equations are from my notes for an exam, I have the equations but don't understand each step of how to derive the maximum force of the simple and cantilever beam or if there are any missing equations. Please could I have a written explanation of the derivations. Thank you. 

Maximum force applied to simple and Cantilever became
M = 61
y
6 = My
I
y=1/12
m 26. I
:
h
:. m = 61
(41)
FL, 5bh²
4
6
6=250MPa
m = 26
K
=
Fuat 1/32 · asobh².
Max
L
→ Safety factor 2
Fmax = 8bh²
6L
25ob h²F=500x
FL
2
2->>
-
=
m = 26I
h
Fouax /2
6bh²
3
bh2| →(Simple)
3 2
250bh (Cantilever)
6L
Maximum bending
Supports Cat both ends.
m=FL
4
moments in a beam with
Transcribed Image Text:Maximum force applied to simple and Cantilever became M = 61 y 6 = My I y=1/12 m 26. I : h :. m = 61 (41) FL, 5bh² 4 6 6=250MPa m = 26 K = Fuat 1/32 · asobh². Max L → Safety factor 2 Fmax = 8bh² 6L 25ob h²F=500x FL 2 2->> - = m = 26I h Fouax /2 6bh² 3 bh2| →(Simple) 3 2 250bh (Cantilever) 6L Maximum bending Supports Cat both ends. m=FL 4 moments in a beam with
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