Free Body Diagram (FBD) Show Equivalent Loads 500 lb 375 lb 125 b along the beam is (No Position Entered) ++ z (n) 16 P Hand Calculations for Reaction Forces

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Reverse BMD Sign Convention
Bending Moment Diagram (BMD)
Question 6
The Bending Moment (M) at
ft
along the beam is: (No Position Entered)
Bending (b-fn)
Moment
1500
Free Body Diagram (FBD)
Show Equivalent Loads
16
x (a)
500 lb
Shear Force Diagram (SFD)
375 lb
125 lb
The Shear Force (V) at
aiong the beam is: (No Position Entered)
Shear
(D)
Force
375
I (f)
16
A Hand Calculations for Reaction Forces
-125
16
x (#)
Transcribed Image Text:Reverse BMD Sign Convention Bending Moment Diagram (BMD) Question 6 The Bending Moment (M) at ft along the beam is: (No Position Entered) Bending (b-fn) Moment 1500 Free Body Diagram (FBD) Show Equivalent Loads 16 x (a) 500 lb Shear Force Diagram (SFD) 375 lb 125 lb The Shear Force (V) at aiong the beam is: (No Position Entered) Shear (D) Force 375 I (f) 16 A Hand Calculations for Reaction Forces -125 16 x (#)
Bending Moment Dlagram (BMD)
Reverse BMD Sign Convention
Question 5
The Bending Moment (M) at
along the beam is: (No Position Entered)
Bending (b-f)
Moment
5200
4400
Free Body Diagram (FBD)
Show Equivalent Loads
500 lb
500 lb
4.
12
16
x (1)
100 lb/ft
t
Shear Force Diagram (SFD)
1300 lb
1300 lb
The Shear Force (V) at
ft
along the beam is: (No Position Entered)
Shear
(b)
Force
1300
+
900
4
(u) z +
12
16
400
Hand Calculations for Reaction Forces
-400
-900
-1300
12
16
x (R)
Transcribed Image Text:Bending Moment Dlagram (BMD) Reverse BMD Sign Convention Question 5 The Bending Moment (M) at along the beam is: (No Position Entered) Bending (b-f) Moment 5200 4400 Free Body Diagram (FBD) Show Equivalent Loads 500 lb 500 lb 4. 12 16 x (1) 100 lb/ft t Shear Force Diagram (SFD) 1300 lb 1300 lb The Shear Force (V) at ft along the beam is: (No Position Entered) Shear (b) Force 1300 + 900 4 (u) z + 12 16 400 Hand Calculations for Reaction Forces -400 -900 -1300 12 16 x (R)
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