6/4= v ViewBfound from12 ft1000 lb |Rg= 1160 lb(b)V = 1000–15x² = 0V (lb)2°1000x = 8.165 ftdM= 1000 – 15x? = 0dx8.165 ft(d)-1160x = 8.165 ft.305443M (lb • ft)the maximum bending3360moment isM.5(8.165)3 = 5443 lb- ft1000(8.165) -`max(e)7STUThi-Qar- Technical CollegeЕ.М. Е. Dept.Subject: Strength of MaterialsSecond ClassCollegeLecturer: Dr. Mohanad MousaН.WDraw shear force digam and bending moment digram for the following beam300 N500 N800 ND0.5 m*0.7 m0.8 m-Techalcal2.II

The given loading system is a cantilever beam loading. Shear force is the force which makes the…

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Draw shear force digam and bending moment digram for the following beam 300 N 500 N 800 N to A B 0.5 m 0.7 m- 0.8 m

Elements Of Electromagnetics

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ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Question

6/4=

v View
B
found from
12 ft
1000 lb |
Rg= 1160 lb
(b)
V = 1000–15x² = 0
V (lb)
2°
1000
x = 8.165 ft
dM
= 1000 – 15x? = 0
dx
8.165 ft
(d)
-1160
x = 8.165 ft.
30
5443
M (lb • ft)
the maximum bending
3360
moment is
M.
5(8.165)3 = 5443 lb- ft
1000(8.165) -
`max
(e)
7
STU
Thi-Qar- Technical College
Е.М. Е. Dept.
Subject: Strength of Materials
Second Class
College
Lecturer: Dr. Mohanad Mousa
Н.W
Draw shear force digam and bending moment digram for the following beam
300 N
500 N
800 N
D
0.5 m*
0.7 m
0.8 m-
Techalcal
2.
II

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