329 5–51. The compound beam is pin-supported at C and ...
329 5–51. The compound beam is pin-supported at C and ...
329 5–51. The compound beam is pin-supported at C and ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
© 2011 Pearson Educ<strong>at</strong>ion, Inc., Upper Saddle River, NJ. All rights reserved. Th<strong>is</strong> m<strong>at</strong>erial <strong>is</strong> protected under all copyright laws as they currently<br />
ex<strong>is</strong>t. No portion of th<strong>is</strong> m<strong>at</strong>erial may be reproduced, in any form or by any means, without perm<strong>is</strong>sion in writing from the publ<strong>is</strong>her.<br />
<strong>5–51.</strong> <strong>The</strong> <strong>compound</strong> <strong>beam</strong> <strong>is</strong> <strong>pin</strong>-<strong>supported</strong> <strong>at</strong> C <strong>and</strong><br />
<strong>supported</strong> by rollers <strong>at</strong> A <strong>and</strong> B. <strong>The</strong>re <strong>is</strong> a hinge (<strong>pin</strong>) <strong>at</strong> D.<br />
8 kip<br />
12 kip<br />
Determine the components of reaction <strong>at</strong> the supports.<br />
Neglect the thickness of the <strong>beam</strong>. A D<br />
15 kip ft<br />
B<br />
5 4<br />
3<br />
C<br />
<strong>329</strong><br />
30<br />
4 kip<br />
6 ft<br />
4 ft 2 ft<br />
8 ft<br />
8 ft<br />
8 ft
© 2011 Pearson Educ<strong>at</strong>ion, Inc., Upper Saddle River, NJ. All rights reserved. Th<strong>is</strong> m<strong>at</strong>erial <strong>is</strong> protected under all copyright laws as they currently<br />
ex<strong>is</strong>t. No portion of th<strong>is</strong> m<strong>at</strong>erial may be reproduced, in any form or by any means, without perm<strong>is</strong>sion in writing from the publ<strong>is</strong>her.<br />
•5–57. If the 300-kg drum has a center of mass <strong>at</strong> point G,<br />
determine the horizontal <strong>and</strong> vertical components of force<br />
acting <strong>at</strong> <strong>pin</strong> A <strong>and</strong> the reactions on the smooth pads C<br />
<strong>and</strong> D. <strong>The</strong> grip <strong>at</strong> B on member DAB res<strong>is</strong>ts both<br />
horizontal <strong>and</strong> vertical components of force <strong>at</strong> the rim of<br />
the drum.<br />
335<br />
60 mm<br />
60 mm<br />
390 mm<br />
100 mm<br />
P<br />
600 mm<br />
E<br />
A 30<br />
B<br />
C<br />
D<br />
G
© 2011 Pearson Educ<strong>at</strong>ion, Inc., Upper Saddle River, NJ. All rights reserved. Th<strong>is</strong> m<strong>at</strong>erial <strong>is</strong> protected under all copyright laws as they currently<br />
ex<strong>is</strong>t. No portion of th<strong>is</strong> m<strong>at</strong>erial may be reproduced, in any form or by any means, without perm<strong>is</strong>sion in writing from the publ<strong>is</strong>her.<br />
•5–61. <strong>The</strong> pl<strong>at</strong>form scale cons<strong>is</strong>ts of a combin<strong>at</strong>ion of<br />
third <strong>and</strong> first class levers so th<strong>at</strong> the load on one lever<br />
becomes the effort th<strong>at</strong> moves the next lever. Through th<strong>is</strong><br />
arrangement, a small weight can balance a massive object. If<br />
x = 450 mm <strong>and</strong>, the mass of the counterweight S <strong>is</strong> 2 kg,<br />
determine the mass of the load L required to maintain the<br />
balance.]<br />
339<br />
100 mm 150 mm<br />
250 mm<br />
C D<br />
150 mm<br />
A<br />
E F<br />
L<br />
H<br />
350 mm<br />
G<br />
B<br />
x<br />
S
© 2011 Pearson Educ<strong>at</strong>ion, Inc., Upper Saddle River, NJ. All rights reserved. Th<strong>is</strong> m<strong>at</strong>erial <strong>is</strong> protected under all copyright laws as they currently<br />
ex<strong>is</strong>t. No portion of th<strong>is</strong> m<strong>at</strong>erial may be reproduced, in any form or by any means, without perm<strong>is</strong>sion in writing from the publ<strong>is</strong>her.<br />
5–67. <strong>The</strong> wall crane supports a load of 700 lb. Determine<br />
the horizontal <strong>and</strong> vertical components of reaction <strong>at</strong> the <strong>pin</strong>s<br />
A <strong>and</strong> D.Also, wh<strong>at</strong> <strong>is</strong> the force in the cable <strong>at</strong> the winch W?<br />
345<br />
4 ft<br />
D<br />
4 ft<br />
A B<br />
W<br />
60<br />
4 ft<br />
C<br />
E<br />
700 lb
© 2011 Pearson Educ<strong>at</strong>ion, Inc., Upper Saddle River, NJ. All rights reserved. Th<strong>is</strong> m<strong>at</strong>erial <strong>is</strong> protected under all copyright laws as they currently<br />
ex<strong>is</strong>t. No portion of th<strong>is</strong> m<strong>at</strong>erial may be reproduced, in any form or by any means, without perm<strong>is</strong>sion in writing from the publ<strong>is</strong>her.<br />
5–70. <strong>The</strong> bucket of the backhoe <strong>and</strong> its contents have a<br />
weight of 1200 lb <strong>and</strong> a center of gravity <strong>at</strong> G. Determine<br />
the forces of the hydraulic cylinder AB <strong>and</strong> in links AC <strong>and</strong><br />
AD in order to hold the load in the position shown. <strong>The</strong><br />
bucket <strong>is</strong> <strong>pin</strong>ned <strong>at</strong> E.<br />
348<br />
45<br />
A D<br />
E<br />
120<br />
C G<br />
0.25 ft<br />
1.5 ft<br />
B<br />
1 ft
© 2011 Pearson Educ<strong>at</strong>ion, Inc., Upper Saddle River, NJ. All rights reserved. Th<strong>is</strong> m<strong>at</strong>erial <strong>is</strong> protected under all copyright laws as they currently<br />
ex<strong>is</strong>t. No portion of th<strong>is</strong> m<strong>at</strong>erial may be reproduced, in any form or by any means, without perm<strong>is</strong>sion in writing from the publ<strong>is</strong>her.<br />
5–74. If a force of F = 350 N <strong>is</strong> applied to the h<strong>and</strong>le of the<br />
toggle clamp, determine the resulting clam<strong>pin</strong>g force <strong>at</strong> A.<br />
352<br />
A<br />
235 mm<br />
30 mm<br />
30 mm<br />
70 mm<br />
C<br />
D<br />
B<br />
30<br />
30<br />
E<br />
F<br />
275 mm