*18-32. The linkage consists of two 6-kg rods AB and CDand a 20-kg bar BD. When 0 =0°, rod AB is rotating with anangular velocity w = 2 rad/s. If rod CD is subjected to acouple moment M = 30 N m, determine w at the instante = 45°.1.5 m1m1mM = 30 N - m

To find:-ω Solution:- Ia=mass moment of inertia = 112*6*12+6*0.52=2.00kg m2The velocity of the…

Answered: *18-32. The linkage consists of two…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The beam system ABCDE is loaded as shown below, it has a constant EI of70000kN.m2. The support at B settles downwards 3mm and at C it settlesdownwards 5mm. -Analyze the system using moment distributionmethod.
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4
2- The design of the gear-and-shaft system shown requires that steel shafts of the same diameter be used for both AB and CD. It is further required that S 60 MPa and that the angle 4 through which end D of shaft CD rotates not exceed 1.5°. Knowing that G=77 GPa, determine the required diameter of the shafts. C 40 mm 100 mm T = 1000 Nm 1 KW 400 mm 600 mm
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The motor shown supplies 4 kW at 2 Hz at A. Shafts (1) and (2) are each solid 30-mm-diameter steel [G = 80 GPa] shafts with lengths of L1 = 835 mm and L2 = 1160 mm, respectively. The bearings shown permit free rotation of the shafts. Determine the rotation angle of gear D with respect to flange A. 0.1035 rad 0.0973 rad 0.1149 rad 0.0706 rad 0.1472 rad
300 mm- 450 mm- 40 kN A 1 B 30 mm 40 mm 40 kN 30 mm The assembly consists of two red brass C83400 copper alloy rods AB and CD of diameter 30 mm, a stain less 304 steel alloy rod EF of diameter 40 mm, and a rigid cap G. The part ist fix at both ends (A, C and F) Determine: a. The reaction force at point A, C and F b. The deflection of point B, E, D c. The average normal stress developed in rods AB, CD and EF. Brass C83400: E=101 GPa; G=37 GPa; oy=69 MPa; ou=241 MPa Stainless steel 304: E= 193 GPa; G=75 GPa; oy=207 MPa; ou=517 MPa
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the internal torque in shaft (3) is equal to: 45 N-m 22 N-m 37 N-m 11 N-m (3) D (1) (2) A B a. 10 N.m О Б. 11 N.m c. 3 N.m O d. 23 N.m
Questions kasainta05h_chp16.17m What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN 5. E D -8 m+am+4m 7. -8 m El - constant E= 70 GPa /= 800 (10) mm 10. O 713 kN-m O0.1913 N-m O 230.0 N-m O a 106 7AN-m
Example The device shown is a part of an automobile seat- back-release mechanism. The part is subjected to the 4-N force exerted at A and a 300-N.mm restor- ing moment exerted by a hidden torsional spring. Determine the y-intercept of the line of action of the single equivalent force. y F-4 N 10 mm 15° 40 mm 300 N-mm
This force-couple system is to be replaced by an equivalent system consisting of the following: a couple moment Mx, and a single force, Rc acting at C. Draw the diagram for the equivalent system and determine Mx and Rc. A 100N 80N 110N-m Thislis not your 50N 150N own propenty so do nbt use it in 50N any way asliffit were your dwn. 130 N D C 180N-m 12° 3ON fhis is hot your own propery so đo not use t n any way as f it were your own. 1m B E

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*18-32. The linkage consists of two 6-kg rods AB and CD and a 20-kg bar BD. When 0 =0°, rod AB is rotating with an angular velocity w = 2 rad/s. If rod CD is subjected to a couple moment M = 30 N m, determine w at the instant e = 45°. 1.5 m 1m 1m M = 30 N - m