A rigid bar is supported by pin at C and is acted upon by forces on each of its ends. If L=150.0 N and A=120.0N, با AV 250 mm R=270NT, M=18.32 NmJ R=270NT, M=9.87 Nm R=270NT, M=3.59 NmJ R=270NT, M=80.4 Nm³ C 400 mm 2004 20° L 1. Which of the following force-couple set applied at point C is equivalent to the two forces acting on the rigid bar as shown? B B A tal force is to replace the two forces shown, how far away is its point of application of the bar?

A rigid bar is supported by pin at C and is acted upon by forces on each of its ends. If L=150.0 N and A=120.0N, با AV 250 mm R=270NT, M=18.32 NmJ R=270NT, M=9.87 Nm R=270NT, M=3.59 NmJ R=270NT, M=80.4 Nm³ C 400 mm 2004 20° L 1. Which of the following force-couple set applied at point C is equivalent to the two forces acting on the rigid bar as shown? B B A tal force is to replace the two forces shown, how far away is its point of application of the bar?

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

ANSWER ONLY AC BC CDwrong answer gets downvote so double check the answer cause it will be input in the system
3. The strength of longitudinal joint is 33 kips/ft, whereas for the girth is 16 kips/ff. Calculate the maximum diameter of the cylinder tank if the internal pressure is 150 psi. Longitudinal Jaint- Girth Joint
The solid 34 mm diameter steel [E = 200 GPa] shaft supports two belt pulleys. For the loading shown, determine: (a) the shaft deflection at pulley B. (b) the shaft deflection at pulley C. Assume P = 810 N, Q = 480 N, LAB = 260 mm, LBC = 400 mm
The bar DA is rigid and is originally held in the horizontal position. The wires are made of 304 stainless steel and have a diameter of 0.04 in. The weight W causes B to displace downward 0.06 in. Determine the downward displacement at C (in inches). E 5 ft 2 ft- 6 ft B A 6 ft W
The 600mm diameter steel shaft is subjected to the torques shown. Determine torsion at each section. Assume G = 75 GPa. P=74 1.5P= 1.5(74) = 111 kNm 3P= 3(74)= 222kNm
Determine support reaction at roller support
H.W. 1:An axial member consisting of two polymer bars is sup- ported at C, as shown in Figure area ol 540 mm and an elastic modulus of 28 GPa. Bar (2) has a cross-sectional area of 880 mm2 and an elastic modulus of 16.5 GPa. Determine the deflection of point A relative to support C. . Bar (1) has a cross-sectional 50 kN Om She 35 kN (1) (2) 50 kN 0.85 m 1.15 m FIGURE
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I-1730 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 210 kip-ft, P = 13 kips, LAB = 3.8 ft, LBC = 5.7 ft. MA A Answer: (a) VA = (b) VB = LAB P B in. in. LBC C - X
13-14 Rods AC and BC are used to suspend the 200-kg mass. If each rod is made of a material for which the average normal stress can not exceed 150 Mpa What is the force on one tension rod given the assembly is symmetrical? (1kg = 9.81N) 8.1.96 CS C.7.26 kN D. 3.92 kN 121 Determine the minimum requirea diameter of each rod. A. 5.77 mm B. 4.38 mm C. 4.08 mm D. 3.10 mm 60 c
Aload Pissupported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 17400 ksi] rods, and a solid steel [E = 30600 ksi] rod, as shown. The bronze rods (1) each have a diameter of 0.79 in. and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod (2) has a diameter of 0.52 in. Assume L1=39 in and L2=77 in. If all bars are unstressed before the load Pis applied, determine the normal stresses in bronze rods (1) and steel rod (2) after a load of P = 29 kips is applied. |(2) (1) L2 (1) B. Answers: i ksi. ksi.
Situation #1: Compute for the force on membes EG and identify if it is in tension of compression. G 13 kN 2m 14 kN 2 m B 3 m 4 m 3 m