A 23-in. vertical rod CD is welded to the midpoint C of the 50-in. rod AB. Determine the moment about AB of the 171-lb force Q A 30 in. 16 in. 24 in. 17 in. Q H 21 in. Components of the moment about point B The unit vector from A to Bis 1+ The moment about AB of the force Q is ( D P CIT ) lb-ft G 32 in. 18 in. k) lb-in 12 in. B X

A 23-in. vertical rod CD is welded to the midpoint C of the 50-in. rod AB. Determine the moment about AB of the 171-lb force Q A 30 in. 16 in. 24 in. 17 in. Q H 21 in. Components of the moment about point B The unit vector from A to Bis 1+ The moment about AB of the force Q is ( D P CIT ) lb-ft G 32 in. 18 in. k) lb-in 12 in. B X

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

10 N 10 N 20 N M. 10 N B 6.0m 4.0m A D F Q H. L 8 BAYS @ 3.0 m EACH 20 N • The force at member IL is equal to O 42. 16 N (T) O 31.10 N (C) O 0.34 N (C) O 30.84 N (T)
Determine the values of reaction of supports A and B. Also determine the bending moment andshear foce at the left side of point C. 10 300 plf * * A * 4 D 600 plf 9 C B
Solve force BD, CD and CE. All dimensions in m
# = poundsa) what is the shear force at 5' rt. of A? (in pounds, 2 decimal places)b) what is the bending moment at 5' rt. of A? (in pounds, 2 decimal places)
Find forces Ay, Ax, Ey, and Cy and the moment about A.
1. Two members, each consisting of straight and 168-mm radius quarter-circle, are connected as shown and support a 500-N load at D. Draw the FBD of the entire frame and members ABC 168 mm 168 mm A and DBC, including dimensions. Determine the forces in member ABC. Also, calculate the force exerted by member DBC on pin C. B D 100'mm 500 NV +54 mm -252 mm -324 mm Answers: Ax = 275 N→, Ay = 390.625 N ↑, By = 600N Į, ABCX = 375N +, ABCY = 209.375 N↑; DBCX = 0, DBCY = 100 N↑ %3D %3D %3D
-14. The shaft is supported by a journal bearing at A and thrust bearing at B. Determine the normal force, shear orce, and moment at a section passing through (a) point C, hich is just to the right of the bearing at A, and (b) point D, hich is just to the left of the 3000-lb force. 2500 lb -6 ft- A 75 lb/ft -12 ft- 3000 lb D B 2 ft
3-2. The members of a truss are pin connected at joint O. Determine the magnitude of F, and its angle e for equilibrium. Set F = 6 kN. y 5 KN 70° 30° 7 KN F Рro hs. 3-1/2
Pls. show complete solution
Calculate the maximum positive moment in the beam in kN.m.0 and effective depth of the section in PART A in mm.0
NEED COMP FAST