Please help me with this one. Please use the second photo as reference. Question: Solve for Vmax and Mmax.  Subject: Strength of Materials Topic: Moving Loads

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question

Please help me with this one. Please use the second photo as reference.

Question: Solve for Vmax and Mmax. 

Subject: Strength of Materials

Topic: Moving Loads

Sample Prslem #1
Atruck with axle loods 4
40 kn and coka on a wheel Anle bals- 30ka ard 5ohn
basey 5m nolls across a
10-mpan Compute the
maximum shearing shearig Reg'a : Max V and max M
Sanple prosleata
Given :
wheel base - 4M
Span leryth= 8m
force ard maximum
bending momerty
Coution:
36kn
R-so kn
JR-100ao ka
3m 1
A
2m
4M
ŽMzoka = Rd.
8rd = 5X4) ;
For Max Shear
20 kn
4m
%3D
ZMA = Rd
lood = 60(5) , d= 3m
For Max. Shear
40 hn
%3D
K 4m
Goha
R.
MRI
5m
8Ry 30(4)+50c8)
5
Ame
Tom
and
EMR, =0
TORE 40 C5)+ ao Cc0)
RiF 80 kn = Vmãx
For Max. Moment
R-bo
For Maxe Moment, (30-kn load)
2.75 M
%3D
4m.
4m
R2
ZMR2=0j BR,;
R,27.5A
Made 27.52.) = 75. G05 n. m
50kn bada 5ela
3. af m
4m
R,
ZMR, °
loR2=/00(4) ) Rz Tpco
30m
Max moment to the night 4
eo-kn aad
4m
4m
Ri
=0 ; 8R2 = 60 (3. a); R- 325h
'Ry
ZMR, =0
Mada - 32.5 (3. ar)
Mo ln - /05.625 kn. m
%3D
Maska - 40C4)
= leo kn.m
Transcribed Image Text:Sample Prslem #1 Atruck with axle loods 4 40 kn and coka on a wheel Anle bals- 30ka ard 5ohn basey 5m nolls across a 10-mpan Compute the maximum shearing shearig Reg'a : Max V and max M Sanple prosleata Given : wheel base - 4M Span leryth= 8m force ard maximum bending momerty Coution: 36kn R-so kn JR-100ao ka 3m 1 A 2m 4M ŽMzoka = Rd. 8rd = 5X4) ; For Max Shear 20 kn 4m %3D ZMA = Rd lood = 60(5) , d= 3m For Max. Shear 40 hn %3D K 4m Goha R. MRI 5m 8Ry 30(4)+50c8) 5 Ame Tom and EMR, =0 TORE 40 C5)+ ao Cc0) RiF 80 kn = Vmãx For Max. Moment R-bo For Maxe Moment, (30-kn load) 2.75 M %3D 4m. 4m R2 ZMR2=0j BR,; R,27.5A Made 27.52.) = 75. G05 n. m 50kn bada 5ela 3. af m 4m R, ZMR, ° loR2=/00(4) ) Rz Tpco 30m Max moment to the night 4 eo-kn aad 4m 4m Ri =0 ; 8R2 = 60 (3. a); R- 325h 'Ry ZMR, =0 Mada - 32.5 (3. ar) Mo ln - /05.625 kn. m %3D Maska - 40C4) = leo kn.m
Gokn
12m
ち。
Transcribed Image Text:Gokn 12m ち。
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

Blurred answer
Knowledge Booster
Analysis and procedures for material selection
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning