The overhanging beam shown is supported by a roller and a pinned support as shown. The moment is re- moved and replaced by a couple consisting of forces ap- plied at points A and C. A Į100 N 0.1 m 0.5 m 2.5 N-m (A) 0.08 N-m (B) 0.16 N.m (C) 2.5 N.m (D) 15 N.m B 0:2 m 100 N/m 0.4 m C WWW. 13. What is the magnitude of the couple that exactly replaces the moment that is removed?

The overhanging beam shown is supported by a roller and a pinned support as shown. The moment is re- moved and replaced by a couple consisting of forces ap- plied at points A and C. A Į100 N 0.1 m 0.5 m 2.5 N-m (A) 0.08 N-m (B) 0.16 N.m (C) 2.5 N.m (D) 15 N.m B 0:2 m 100 N/m 0.4 m C WWW. 13. What is the magnitude of the couple that exactly replaces the moment that is removed?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Which of the following gives the bending moment at point A on the beam shown? (kN m) 80 KN - m 90 KN ✓ 50 kN/m ✓ 4 A D Lamhamd 6 m- 75 KN 4 m. O zero 895 O 1000 375 ŽIN. B 75 kN m-
The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the tension at wire CE. D. E 4 m +2m- 3 m 2 m O 3.18KN O 3.02kN O 2.87k O 2.73KN O o C
A aa 2/88 If the resultant of the forces shown passes through point A7 determine the magnitude of the unknown tension T which acts on the braked pulley. 1600 N Te sliz 275 N 0.5 1.8 m 1.5 m 300 N 1.25 m 50 0.6 m le T 3. To 650 N
The frame shown in Figure is supported by a hinge at E and a roller at D. Compute the horizontal and vertical components of the hinge force at C as it acts upon BD. 45° -2m- 24 KN C -4m- -1m- 45° B E
110% Problem 2: For the step pulley shown, solve for the resultant of the non-concurrent forces applied on it. 2875N 1000N 300 40cm 25cm 5000N :-
Figure Part A 1.5 m 2 m 2m 0.5 m D 1m 2.5 m 4 m O 1 of 1 > Determine the magnitude of the moment of the force F = {50i, 21 j – 80k} N about the base line AB of the tripod. (Figure 1) P Pearson
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
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
HwiDetermine the internal forces acting on the cross-Section of Bints H and E of the frame shown ? NH= 527N , VH=37BN, MH= 373 Nim NE 75N Ansi VE 355N, ME= 727 Nim 4m 75N/m 3m 3 m
A 200-Ib block is suspended from an inextensible cable which is wrapped around a drum of 1.3-ft radius rigidly attached to a flywheel. The drum and flywheel have a combined centroidal moment of Inertia IG=10 Ib-ft-s^2 At the instant shown, the velocity of the block is 5 ft/s directed downward. Knowing that the bearing at A is poorly lubricated and that the bearing friction is equivalent to a couple M of magnitude 60 Ib-ft, determine the work or U1->2 (in ft-Ib) after it has moved 4.2 ft downward
4. An overhanging beam AC carries a linearly varying load as shown below. Determine the position and the magnitude of the maximum positive bending moment. (Ans. Mmax 310Nm at x=2.12m from point A) A -1m- BA 1000N/m -2m- 5. Write the shear force and bending moment equations at any point of the simply supported beam shown below. Plot the corresponding diagrams.(Ans. Mmax-12000Nm) -12m- 1000N/m
Ques tion 2. A trafficlight hangs froma pole uniform aluminum pole has a traffic light, m = 20m, (es). Tokeep the tra ffic liphtsat the stablb equilibrium, a masslen cable is connectedto the pole a distance L, from its end o ther end of the cable is connected horizontally to a road. as shown in Figure below. The lengih of 4Lj cm) and mass M-lom, kg. The mass of vertical pole fixed on the side of the linear mohion and rofahional mofion Byusing Newton's first law ) I danlify all orcem achingon the ptem ?. 6) Find the mapnitude of tension force in the cade achng on the pole? c) Find th forece a pplio cl fo the pol by the hinge connec had to the varhical polo ? Find its mapnitude and dineehion? d) Howlong is the pole in meters ? ( gine ansmers in terms of m, ,g Lo massless calle A verkical pole massles cable 60 6m hinge Traffic lights B +x