Calculate the combined moments of the three forces about each of the coordinate axes. (0,85 m y 0.5 m. n 160 kN 90 kN 75 kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the combined moments of the three forces aobut each of the coordinate axes

6:07 O
N ll 64% i
Solve the given problems.
1. Calculate the combined moments of the three forces about each of the
coordinate axes.
0.85 m
y
0.5 m
a 160 kN
90 kN
75 kN
2. Determine the moment produced by each force about point 0 located on the drill
bit. Express then result as Cartesian vectors.
600 mm
A = (--4 - !00j - 60k} N
300 mm
150 mm
150 mm
Fg {- 501 - 120j + 60k) N
byright ©2020. All rights reserved. No part of this lecture may be reproduced in any form or by any electronic or mechanical means, Including information storage and retrteval systems,
out permission in witing from the author, except by reviewers, who may quote brief passages in a revle.
SAINT MARY's UNIVERSITY
3700 Bayombong, Nueva Vizcaya Philippines
3. Replace the force system by a resultant force and couple moment at point 0.
S00 N
750 N
+ 200 N
200 N
---- 1.25 m ---
1.25 m
4. Replace the two forces acting on the post by resultant force and couple moment
at point 0. Express the results in Cartesian vector form.
Fn = 5 kN
Fo = 7 kN
6 m
2m
,8 m
II
||
Transcribed Image Text:6:07 O N ll 64% i Solve the given problems. 1. Calculate the combined moments of the three forces about each of the coordinate axes. 0.85 m y 0.5 m a 160 kN 90 kN 75 kN 2. Determine the moment produced by each force about point 0 located on the drill bit. Express then result as Cartesian vectors. 600 mm A = (--4 - !00j - 60k} N 300 mm 150 mm 150 mm Fg {- 501 - 120j + 60k) N byright ©2020. All rights reserved. No part of this lecture may be reproduced in any form or by any electronic or mechanical means, Including information storage and retrteval systems, out permission in witing from the author, except by reviewers, who may quote brief passages in a revle. SAINT MARY's UNIVERSITY 3700 Bayombong, Nueva Vizcaya Philippines 3. Replace the force system by a resultant force and couple moment at point 0. S00 N 750 N + 200 N 200 N ---- 1.25 m --- 1.25 m 4. Replace the two forces acting on the post by resultant force and couple moment at point 0. Express the results in Cartesian vector form. Fn = 5 kN Fo = 7 kN 6 m 2m ,8 m II ||
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